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176 Turkey Hill Road- FULL NOI SUBMISSION   TRANSMITTAL      02.25.2021      Sarah LaValley  Conservation, Preservation and Land Use Planner  Northampton Office of Planning and Sustainability  210 Main Street  Northampton, MA 01060      Re:   Notice of Intent Application   176 Turkey Hill Road Northampton, MA   Parcel 34‐016  Owners:  Linda Doucette‐Ashman and Harvey Ashman           Dear Sarah and Members of the Conservation Commission,      Please find attached two (2) Hard copies of application materials associated with the proposed  redevelopment of a single‐family‐house and existing degraded driveway at 176 Turkey Hill  Road:      1) Transmittal letter for the Notice of Intent Application    2) Cover Letter     3) WPA Form 3     4) WPA Payment Transmittal Form    5) Hardcopy of the Northampton Online Application with Narrative    6) Confirmation of application fees paid online    7) Confirmation of payment to MA DEP    8) Summary of Riverfront Area Calculations & Wetland Buffer Calculations  Sarah LaValley  Conservation, Preservation and Land Use Planner  Northampton Office of Planning and Sustainability  210 Main Street, Northampton, MA 01060    The Berkshire Design Group    176 Turkey Hill Road Notice of Intent Conservation Commission  │  Page 2                                                                                                                                                                  TRANSMITTAL                            9) Certified List of Abutters within 100’ of parcel      10) Copy of Northampton Standard Notice to Abutters letter Berkshire Design will send to   Abutter’s within 100’ of the property at 176 Turkey Hill Road    11)  Affidavit of notice to abutters    12)  Previous RDA application WPA Form 1    13) Previous RDA application delineation methodology    14)  Previous RDA application survey of resource flags    15)  Previous RDA Application photos    16) Documentation of existing debris piles on site left by previous owner     17)  Arborist Report of Existing Significant Trees     18)  Project Stormwater Report & Checklist    19)  Permit Set Drawings    LC 101 AERIAL CONTEXT PLAN with USGS MAP  SCALE 1" =150'‐0"  LC 111 EXISTING CONDITIONS PLAN 1 of 2    SCALE 1"=20'‐0"  LC 112 EXISTING CONDITIONS PLAN 2 of 2    SCALE 1"=20'‐0"  LC 121 LAYOUT, MATERIALS, PLANTING PLAN 1 of 2   SCALE 1"=20'‐0"  LC 122 LAYOUT, MATERIALS, PLANTING PLAN 2 of 2   SCALE 1"=20'‐0"  LC 131 GRADING, DRAINAGE AND UTILITIES PLAN 1 of 2 SCALE 1"=20'‐0"  LC 132 GRADING, DRAINAGE AND UTILITIES PLAN 2 of 2 SCALE 1"=20'‐0"  LC 151 SITE DETAILS     SCALE‐ NTS  LC 152 SITE DETAILS     SCALE‐ NTS    G1.0  ARCHITECTURE COVER SHEET    NTS  A1.1 FIRST FLOOR PLAN    SCALE 1/4"=1'0"  A1.2  SECOND FLOOR PLAN    SCALE 1/4"=1'0"  A1.3  ROOF PLAN     SCALE 1/4"=1'0"  A1.4  GARAGE FLOOR PLAN    SCALE 1/4"=1'0"  A2.1 EXTERIOR ELEVATIONS    SCALE 1/4"=1'0"  A2.2  EXTERIOR ELEVATIONS    SCALE 1/4"=1'0"  A2.3  EXTERIOR ELEVATIONS    SCALE 1/4"=1'0"        Sarah LaValley  Conservation, Preservation and Land Use Planner  Northampton Office of Planning and Sustainability  210 Main Street, Northampton, MA 01060    The Berkshire Design Group    176 Turkey Hill Road Notice of Intent Conservation Commission  │  Page 3                                                                                                                                                                  TRANSMITTAL                            Please note, in addition to these materials, we have submitted a Northampton Stormwater  Permit Application to the DPW, a copy of this Notice of Intent Application to Mass DEP, and a  Planning Board Special Permit for the work in the driveway.    If you have questions or need anything else, feel free to call or email.      Sincerely,         Rachel     Rachel Loeffler, RLA, ASLA, Principal  The Berkshire Design Group  4 Allen Place  Northampton, MA 01060  413‐582‐7000    COVER LETTER         02.25.2021        Sarah LaValley  Conservation, Preservation and Land Use Planner  Northampton Office of Planning and Sustainability  210 Main Street  Northampton, MA 01060        Re:   Notice of Intent Application   176 Turkey Hill Road Northampton, MA   Parcel 34‐016  Owners:  Linda Doucette‐Ashman and Harvey Ashman           Dear Sarah and Members of the Conservation Commission,        On behalf of the owners of the property at 176 Turkey Hill Road, we respectfully submit this  Notice of Intent Application in connection with the removal of an existing single‐family home,  construction of a new single‐family home and redevelopment of the existing driveway in the  vicinity of wetlands previously delineated at a hearing of this Commission on October 22,  2020.  A Transmittal outlining the application materials submitted is attached as part of this  package.  In accordance with MA310 CMR  and Northampton Chapter 337 Wetlands  Protection,  we are coming to the Conservation Commission for review of the proposed work  taking place within the outer 50’‐100’ Buffer Zone, and the outer 100’‐200’ Riverfront Area.  The following narrative within this document includes a description of the project background,  and a description of the existing site conditions as well as a narrative outlining the proposed  work.         Background  The owners purchased the property on June 18, 2020 after searching for a home in the  Northampton area for more than two years.  The property is a 40.3‐acre lot with an existing  Sarah LaValley  Conservation, Preservation and Land Use Planner  Northampton Office of Planning and Sustainability  210 Main Street, Northampton, MA 01060    The Berkshire Design Group    176 Turkey Hill Road Notice of Intent Conservation Commission  │  Page 2                                                                                                                                                          COVER LETTER                           single‐family home, sheds, lawn and driveway.  The driveway extends approximately 500’ from  Turkey Hill Road to an upland plateau where the single‐family home, sheds and lawn are  located (~1.8 acres).  The balance of the property is wooded.  Trees were cut down in the area  of the upland plateau over a period of years, leaving tree stumps and seventeen debris piles in  the area of the driveway and plateau (see accompanying document entitled 176 Turkey Hill  Road:  Documenting Existing Degraded Conditions, Fall 2020).  There is one enclosed shed,  two open shed structures and a small shack built on pallets in various locations along the  upland plateau.  Google earth photos reveal a structure immediately adjacent to the wetlands  area which was removed before the house was put on the market in 2019 (See photograph of  first page of RDA application).  There is an existing well head on the western side of the house  and a private septic system on the eastern side of the house.   At the point where the  driveway meets the upland plateau, there is a large parking and turnaround area at the front  of the existing house.  There are two old logging trails at separate points along the western  side of the upland plateau that continue towards the western portion of the property and one  old logging trail near the top of the driveway, also on the western side and continuing towards  the western portion of the property.    The 40.3 Parcel at 176 Turkey Hill Road is designated with both the Rural Residential (RR) and  Special Conservancy (SC) Zones according to the Northampton Zoning Map and Northampton  Assessor’s Map.  This project will occur completely within the RR zone.  The upper plateau  and remaining 39.75 acres of the parcel fall within the RR zone (i.e., 98.8% of the parcel).    Only 1.2% of the site falls within the SC Zone, of which the majority of the SC zone is wooded,  steeply sloped and adjacent to Turkey Hill Road.      This project includes the following:    (1) construction of a new, energy efficient, single family home and garage on the upland  plateau in the area of the existing house, lawn and sheds (note:  a small portion of the new  home will be in the 50’ to 100’ buffer zone existing lawn area, positioned there to maximize  southern roof exposure for solar panels and minimize tree removal);    (2) demolition of the existing house and two open shed structures on the upland plateau built  in 1984 per City of Northampton tax records (note: the existing house, one of the open shed  structures, driveway and parking areas will be removed from the buffer zones); and    (3) redevelopment of the existing driveway with improved stormwater management measures  (note:  the lower portion of the driveway is within a 50’ – 100’ wetland buffer zone and the  100’ ‐ 200’ of the Riverfront Area delineated on the other side of Turkey Hill Road).      This project will not have a significant or cumulative detrimental effect upon Northampton  resource area values in accordance Northampton Chapter 337, Wetlands Protection.    Sarah LaValley  Conservation, Preservation and Land Use Planner  Northampton Office of Planning and Sustainability  210 Main Street, Northampton, MA 01060    The Berkshire Design Group    176 Turkey Hill Road Notice of Intent Conservation Commission  │  Page 3                                                                                                                                                          COVER LETTER                           This property has degraded, disturbed and developed areas as noted above. This project will  improve the property’s existing degraded and developed areas.  (Sec. 337‐10E(2)(h)[1]).     None of the proposed work categorized as degraded will be located closer to the resource  area than existing degraded conditions on the property. (Sec. 337‐10E(2)(h)[2]).    The project will be located completely outside of the resource area.  The project is sited to  minimize its impact on the buffer zones while still providing emergency vehicle access,  preserving access for future solar and minimizing tree removal.  (Sec. 337‐10E(2)(h)[3]).      Based upon the previous submitted delineations, reviewed by this Commission in October  2020, the project team has mapped 81,612 SF of land falling within the outer 50’‐100’  Wetland Buffer zone. The project will utilize 17.56% of the lot’s allotted 20% of the 50’ – 100’  buffer zone.  A significant portion of this work involves placement of utilities, grading of  existing lawn areas for access, and accommodating stormwater management on site  associated with the new home and driveway placement.  The area around the new home will  maintain lawn up to the resource area, as is the current situation.  Of the 17.56% disturbance  only 4.73% of disturbance within the 50’ to 100’ buffer will be due to the construction of  permanent impervious surfaces (a portion of the house and the emergency turn around area  of the drive).   The remaining 12.8% of disturbed areas will long‐term remain open landscape  or planted areas and are categorized as disturbed do to regrading required for stormwater  management or access.  The project will not have a significant adverse impact on the resource  area. (Sec. 337‐10E(1)(a)).    The project work area on the upland plateau located in the buffer zone will take place within  the footprint of the existing house, driveway, parking area, shed location, previously cleared  areas by prior owner and existing lawns.    The existing driveway and house were built in 1984.  Per 310 CMR 10.58(5), the driveway  replacement work qualifies as Redevelopment Within Previously Developed Riverfront Areas.   The proposed work in this area of the driveway is repair, paving and creating a stormwater bio  retention basin that is a component of the project’s stormwater management plan.     Roughly 134 Linear feet of the existing driveway falls within the outer 100’‐200’ Riverfront  Area.  The existing drive represents a degraded percentage of the total riverfront area at  3.68%.  The drive will be shifted 3‐4 feet to the east away from the base of a steep slope to  improve drainage and sight lines at Turkey Hill Road.   The driveway improvements include  repaving the drive, evening out its grades, and providing a biorentention structure near the  base of the drive for water quality.   The increase of area of disturbance within the Riverfront  Area increases by 1,339.79 SF, this should be noted is for a benefit to surrounding areas  receiving stormwater runoff from the site.  The total proposed disturbance within the  Riverfront Area is 5.62%, below the incremental 10% of additional disturbance allowed.     Sarah LaValley  Conservation, Preservation and Land Use Planner  Northampton Office of Planning and Sustainability  210 Main Street, Northampton, MA 01060    The Berkshire Design Group    176 Turkey Hill Road Notice of Intent Conservation Commission  │  Page 4                                                                                                                                                          COVER LETTER                           Please note, in addition to these materials, we have submitted a Northampton Stormwater  Permit Application to the DPW, a copy of this Notice of Intent Application to Mass DEP, and a  Planning Board Special Permit for the work in the driveway.    If you have questions or need anything else, feel free to call or email.      Sincerely,         Rachel     Rachel Loeffler, RLA, ASLA, Principal  The Berkshire Design Group  4 Allen Place  Northampton, MA 01060  413‐582‐7000  wpaform3.doc • rev. 6/18/2020 Page 1 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number City/Town Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Note: Before completing this form consult your local Conservation Commission regarding any municipal bylaw or ordinance. A. General Information 1. Project Location (Note: electronic filers will click on button to locate project site): 176 Turkey Hill Road a. Street Address Northampton b. City/Town 01062 c. Zip Code Latitude and Longitude: 42.30726760316868 d. Latitude -72.72671744258174 e. Longitude Map 34 f. Assessors Map/Plat Number Parcel 016 g. Parcel /Lot Number 2. Applicant: Linda Doucette- Ashman & a. First Name Harvey Ashman b. Last Name c. Organization 49 Woodstone Circle d. Street Address Short Hills e. City/Town NJ f. State 07078 g. Zip Code 914-656-3670 h. Phone Number i. Fax Number harvey.ashman@gmail.com; ldoucette31@gmail.com 3. Property owner (required if different from applicant): Check if more than one owner a. First Name b. Last Name c. Organization d. Street Address e. City/Town f. State g. Zip Code h. Phone Number i. Fax Number j. Email address 4. Representative (if any): Rachel a. First Name Loeffler b. Last Name Berkshire Design Group c. Company 4 Allen Place d. Street Address Northampton e. City/Town MA f. State 01060 g. Zip Code 413-582-7000 x119 h. Phone Number i. Fax Number rachel@berkshiredesign.com j. Email address 5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form): $750.00 a. Total Fee Paid $362.50 b. State Fee Paid $387.50 c. City/Town Fee Paid wpaform3.doc • rev. 6/18/2020 Page 2 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number City/Town A. General Information (continued) 6. General Project Description: Work associated with demolition of existing single-family house and associated sheds, construction of a new single-family house and garage; and redevelopment of existing degraded driveway. 7a. Project Type Checklist: (Limited Project Types see Section A. 7b.) 1. Single Family Home 2. Residential Subdivision 3. Commercial/Industrial 4. Dock/Pier 5. Utilities 6. Coastal engineering Structure 7. Agriculture (e.g., cranberries, forestry) 8. Transportation 9. Other 7b. Is any portion of the proposed activity eligible to be treated as a limited project (including Ecological Restoration Limited Project) subject to 310 CMR 10.24 (coastal) or 310 CMR 10.53 (inland)? 1. Yes No If yes, describe which limited project applies to this project. (See 310 CMR 10.24 and 10.53 for a complete list and description of limited project types) 2. Limited Project Type If the proposed activity is eligible to be treated as an Ecological Restoration Limited Project (310 CMR10.24(8), 310 CMR 10.53(4)), complete and attach Appendix A: Ecological Restoration Limited Project Checklist and Signed Certification. 8. Property recorded at the Registry of Deeds for: Hampshire County Registry of Deeds a. County b. Certificate # (if registered land) Book 13666 c. Book Page 341 d. Page Number B. Buffer Zone & Resource Area Impacts (temporary & permanent) 1. Buffer Zone Only – Check if the project is located only in the Buffer Zone of a Bordering Vegetated Wetland, Inland Bank, or Coastal Resource Area. 2. Inland Resource Areas (see 310 CMR 10.54-10.58; if not applicable, go to Section B.3, Coastal Resource Areas). Check all that apply below. Attach narrative and any supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. wpaform3.doc • rev. 6/18/2020 Page 3 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number City/Town B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont’d) For all projects affecting other Resource Areas, please attach a narrative explaining how the resource area was delineated. Resource Area Size of Proposed Alteration Proposed Replacement (if any) a. Bank 1. linear feet 2. linear feet b. Bordering Vegetated Wetland 1. square feet 2. square feet c. Land Under Waterbodies and Waterways 1. square feet 2. square feet 3. cubic yards dredged Resource Area Size of Proposed Alteration Proposed Replacement (if any) d. Bordering Land Subject to Flooding 1. square feet 2. square feet 3. cubic feet of flood storage lost 4. cubic feet replaced e. Isolated Land Subject to Flooding 1. square feet 2. cubic feet of flood storage lost 3. cubic feet replaced f. Riverfront Area Tributary to Parson's Brook south of Mineral Hills, East of Turkey Brook- Inland Perennial Stream 2. Width of Riverfront Area (check one): 25 ft. - Designated Densely Developed Areas only 100 ft. - New agricultural projects only 200 ft. - All other projects 3. Total area of Riverfront Area on the site of the proposed project: 69,373.80 square feet 4. Proposed alteration of the Riverfront Area: 3,899.83 a. total square feet 0.00 b. square feet within 100 ft. 3,899.83 c. square feet between 100 ft. and 200 ft. 5. Has an alternatives analysis been done and is it attached to this NOI? Yes No 6. Was the lot where the activity is proposed created prior to August 1, 1996? Yes No 3. Coastal Resource Areas: (See 310 CMR 10.25-10.35) Note: for coastal riverfront areas, please complete Section B.2.f. above. wpaform3.doc • rev. 6/18/2020 Page 4 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number City/Town B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont’d) Check all that apply below. Attach narrative and supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Online Users: Include your document transaction number (provided on your receipt page) with all supplementary information you submit to the Department. Resource Area Size of Proposed Alteration Proposed Replacement (if any) a. Designated Port Areas Indicate size under Land Under the Ocean, below b. Land Under the Ocean 1. square feet 2. cubic yards dredged c. Barrier Beach Indicate size under Coastal Beaches and/or Coastal Dunes below d. Coastal Beaches 1. square feet 2. cubic yards beach nourishment e. Coastal Dunes 1. square feet 2. cubic yards dune nourishment Size of Proposed Alteration Proposed Replacement (if any) f. Coastal Banks 1. linear feet g. Rocky Intertidal Shores 1. square feet h. Salt Marshes 1. square feet 2. sq ft restoration, rehab., creation i. Land Under Salt Ponds 1. square feet 2. cubic yards dredged j. Land Containing Shellfish 1. square feet k. Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above 1. cubic yards dredged l. Land Subject to Coastal Storm Flowage 1. square feet 4. Restoration/Enhancement If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.2.b or B.3.h above, please enter the additional amount here. a. square feet of BVW b. square feet of Salt Marsh 5. Project Involves Stream Crossings a. number of new stream crossings b. number of replacement stream crossings wpaform3.doc • rev. 6/18/2020 Page 5 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number City/Town C. Other Applicable Standards and Requirements This is a proposal for an Ecological Restoration Limited Project. Skip Section C and complete Appendix A: Ecological Restoration Limited Project Checklists – Required Actions (310 CMR 10.11). Streamlined Massachusetts Endangered Species Act/Wetlands Protection Act Review 1. Is any portion of the proposed project located in Estimated Habitat of Rare Wildlife as indicated on the most recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural Heritage and Endangered Species Program (NHESP)? To view habitat maps, see the Massachusetts Natural Heritage Atlas or go to http://maps.massgis.state.ma.us/PRI_EST_HAB/viewer.htm. a. Yes No If yes, include proof of mailing or hand delivery of NOI to: Natural Heritage and Endangered Species Program Division of Fisheries and Wildlife 1 Rabbit Hill Road Westborough, MA 01581 2017- Oliver GIS b. Date of map If yes, the project is also subject to Massachusetts Endangered Species Act (MESA) review (321 CMR 10.18). To qualify for a streamlined, 30-day, MESA/Wetlands Protection Act review, please complete Section C.1.c, and include requested materials with this Notice of Intent (NOI); OR complete Section C.2.f, if applicable. If MESA supplemental information is not included with the NOI, by completing Section 1 of this form, the NHESP will require a separate MESA filing which may take up to 90 days to review (unless noted exceptions in Section 2 apply, see below). c. Submit Supplemental Information for Endangered Species Review 1. Percentage/acreage of property to be altered: (a) within wetland Resource Area percentage/acreage (b) outside Resource Area percentage/acreage 2. Assessor’s Map or right-of-way plan of site 2. Project plans for entire project site, including wetland resource areas and areas outside of wetlands jurisdiction, showing existing and proposed conditions, existing and proposed tree/vegetation clearing line, and clearly demarcated limits of work  (a) Project description (including description of impacts outside of wetland resource area & buffer zone) (b) Photographs representative of the site  Some projects not in Estimated Habitat may be located in Priority Habitat, and require NHESP review (see https://www.mass.gov/ma- endangered-species-act-mesa-regulatory-review). Priority Habitat includes habitat for state-listed plants and strictly upland species not protected by the Wetlands Protection Act.  MESA projects may not be segmented (321 CMR 10.16). The applicant must disclose full development plans even if such plans are not required as part of the Notice of Intent process. wpaform3.doc • rev. 6/18/2020 Page 6 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number City/Town C. Other Applicable Standards and Requirements (cont’d) (c) MESA filing fee (fee information available at https://www.mass.gov/how-to/how-to-file-for- a-mesa-project-review). Make check payable to “Commonwealth of Massachusetts - NHESP” and mail to NHESP at above address Projects altering 10 or more acres of land, also submit: (d) Vegetation cover type map of site (e) Project plans showing Priority & Estimated Habitat boundaries (f) OR Check One of the Following 1. Project is exempt from MESA review. Attach applicant letter indicating which MESA exemption applies. (See 321 CMR 10.14, https://www.mass.gov/service-details/exemptions-from-review-for-projectsactivities-in- priority-habitat; the NOI must still be sent to NHESP if the project is within estimated habitat pursuant to 310 CMR 10.37 and 10.59.) 2. Separate MESA review ongoing. a. NHESP Tracking # b. Date submitted to NHESP 3. Separate MESA review completed. Include copy of NHESP “no Take” determination or valid Conservation & Management Permit with approved plan. 3. For coastal projects only, is any portion of the proposed project located below the mean high water line or in a fish run? a. Not applicable – project is in inland resource area only b. Yes No If yes, include proof of mailing, hand delivery, or electronic delivery of NOI to either: South Shore - Cohasset to Rhode Island border, and the Cape & Islands: Division of Marine Fisheries - Southeast Marine Fisheries Station Attn: Environmental Reviewer 836 South Rodney French Blvd. New Bedford, MA 02744 Email: dmf.envreview-south@mass.gov North Shore - Hull to New Hampshire border: Division of Marine Fisheries - North Shore Office Attn: Environmental Reviewer 30 Emerson Avenue Gloucester, MA 01930 Email: dmf.envreview-north@mass.gov Also if yes, the project may require a Chapter 91 license. For coastal towns in the Northeast Region, please contact MassDEP’s Boston Office. For coastal towns in the Southeast Region, please contact MassDEP’s Southeast Regional Office. c. Is this an aquaculture project? d. Yes No If yes, include a copy of the Division of Marine Fisheries Certification Letter (M.G.L. c. 130, § 57). wpaform3.doc • rev. 6/18/2020 Page 7 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number City/Town C. Other Applicable Standards and Requirements (cont’d) Online Users: Include your document transaction number (provided on your receipt page) with all supplementary information you submit to the Department. 4. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? a. Yes No If yes, provide name of ACEC (see instructions to WPA Form 3 or MassDEP Website for ACEC locations). Note: electronic filers click on Website. b. ACEC 5. Is any portion of the proposed project within an area designated as an Outstanding Resource Water (ORW) as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00? a. Yes No 6. Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Restriction Act (M.G.L. c. 131, § 40A) or the Coastal Wetlands Restriction Act (M.G.L. c. 130, § 105)? a. Yes No 7. Is this project subject to provisions of the MassDEP Stormwater Management Standards? a. Yes. Attach a copy of the Stormwater Report as required by the Stormwater Management Standards per 310 CMR 10.05(6)(k)-(q) and check if: 1. Applying for Low Impact Development (LID) site design credits (as described in Stormwater Management Handbook Vol. 2, Chapter 3) 2. A portion of the site constitutes redevelopment 3. Proprietary BMPs are included in the Stormwater Management System. b. No. Check why the project is exempt: 1. Single-family house 2. Emergency road repair 3. Small Residential Subdivision (less than or equal to 4 single-family houses or less than or equal to 4 units in multi-family housing project) with no discharge to Critical Areas. D. Additional Information This is a proposal for an Ecological Restoration Limited Project. Skip Section D and complete Appendix A: Ecological Restoration Notice of Intent – Minimum Required Documents (310 CMR 10.12). Applicants must include the following with this Notice of Intent (NOI). See instructions for details. Online Users: Attach the document transaction number (provided on your receipt page) for any of the following information you submit to the Department. 1. USGS or other map of the area (along with a narrative description, if necessary) containing sufficient information for the Conservation Commission and the Department to locate the site. (Electronic filers may omit this item.) 2. Plans identifying the location of proposed activities (including activities proposed to serve as a Bordering Vegetated Wetland [BVW] replication area or other mitigating measure) relative to the boundaries of each affected resource area. wpaform3.doc • rev. 6/18/2020 Page 8 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number City/Town D. Additional Information (cont’d) 3. Identify the method for BVW and other resource area boundary delineations (MassDEP BVW Field Data Form(s), Determination of Applicability, Order of Resource Area Delineation, etc.), and attach documentation of the methodology. 4. List the titles and dates for all plans and other materials submitted with this NOI. LC 101, Context Aerial, LC111-112 Existing Conditions, LC121-122 Erosion Control & Demolition Plans, LC 131-132 Layout Plans, LC 141-2 Drainage Plans, LC 151-152 Site Details Rachel Loeffler/ Greg P. Henson b. Prepared By Rachel Loeffler/ Greg P Henson c. Signed and Stamped by 02.25.2021 d. Final Revision Date 1"=150' and 1"=20'-0" e. Scale f. Additional Plan or Document Title g. Date 5. If there is more than one property owner, please attach a list of these property owners not listed on this form. 6. Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. 7. Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. 8. Attach NOI Wetland Fee Transmittal Form 9. Attach Stormwater Report, if needed. E. Fees 1. Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth, federally recognized Indian tribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority. Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form) to confirm fee payment: 2. Municipal Check Number 3. Check date 4. State Check Number 5. Check date 6. Payor name on check: First Name 7. Payor name on check: Last Name noifeetf.doc • Wetland Fee Transmittal Form • rev. 10/11 Page 1 of 2 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. A. Applicant Information 1. Location of Project: 176 Turkey Hill Road a. Street Address Northampton b. City/Town c. Check number d. Fee amount 2. Applicant Mailing Address: Linda Doucette- Ashman a. First Name Harvey Ashman b. Last Name c. Organization 49 Woodstone Circle d. Mailing Address Short Hills e. City/Town NJ f. State 07078 g. Zip Code 914-656-3670 h. Phone Number i. Fax Number ldoucette31@gmail.com j. Email Address 3. Property Owner (if different): a. First Name b. Last Name c. Organization d. Mailing Address e. City/Town f. State g. Zip Code h. Phone Number i. Fax Number j. Email Address To calculate filing fees, refer to the category fee list and examples in the instructions for filling out WPA Form 3 (Notice of Intent). B. Fees Fee should be calculated using the following process & worksheet. Please see Instructions before filling out worksheet. Step 1/Type of Activity: Describe each type of activity that will occur in wetland resource area and buffer zone. Step 2/Number of Activities: Identify the number of each type of activity. Step 3/Individual Activity Fee: Identify each activity fee from the six project categories listed in the instructions. Step 4/Subtotal Activity Fee: Multiply the number of activities (identified in Step 2) times the fee per category (identified in Step 3) to reach a subtotal fee amount. Note: If any of these activities are in a Riverfront Area in addition to another Resource Area or the Buffer Zone, the fee per activity should be multiplied by 1.5 and then added to the subtotal amount. Step 5/Total Project Fee: Determine the total project fee by adding the subtotal amounts from Step 4. Step 6/Fee Payments: To calculate the state share of the fee, divide the total fee in half and subtract $12.50. To calculate the city/town share of the fee, divide the total fee in half and add $12.50. noifeetf.doc • Wetland Fee Transmittal Form • rev. 10/11 Page 2 of 2 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Fees (continued) Step 1/Type of Activity Step 2/Number of Activities Step 3/Individual Activity Fee Step 4/Subtotal Activity Fee Single Family House & Associated Drive, Utilities, and Grading 1.5 $500.00 $750.00 Work in the Riverfront Area Step 5/Total Project Fee:$750.00 Step 6/Fee Payments: Total Project Fee: $750.00 a. Total Fee from Step 5 State share of filing Fee: $362.50 b. 1/2 Total Fee less $12.50 City/Town share of filling Fee: $387.50 c. 1/2 Total Fee plus $12.50 C. Submittal Requirements a.) Complete pages 1 and 2 and send with a check or money order for the state share of the fee, payable to the Commonwealth of Massachusetts. Department of Environmental Protection Box 4062 Boston, MA 02211 b.) To the Conservation Commission: Send the Notice of Intent or Abbreviated Notice of Intent; a copy of this form; and the city/town fee payment. To MassDEP Regional Office (see Instructions): Send a copy of the Notice of Intent or Abbreviated Notice of Intent; a copy of this form; and a copy of the state fee payment. (E-filers of Notices of Intent may submit these electronically.) 176 TURKEY HILL   INFO FOR ONLINE FORM AND PROJECT NARRATIVE : City of Northampton Special Permit (Submitted  along with Notice of Intent and Stormwater Permit Applications)  Goal: demonstrate the project’s management of grading, and stormwater, access, and relationship to site  is not detrimental and facilitates the movement of emergency vehicles since the project’s existing driveway  is non‐conforming.  A special permit application is required to allow for driveway improvements on the  project site.  And any project requiring special permits and/ or site plans will need to comply with the  Northampton Tree Ordinance    **************************************************************************  + Application form online    OWNER:     Harvey Ashman and Linda Doucette‐ Ashman   49 Woodstone Circle,   Short Hills,   NJ   07078     APPLICANT:    Not same as owner  Berkshire Design Group (Representative)  4 Allen Place  Northampton   MA  01060  413‐582‐7000  rachel@berkshiredesign.com           How many lots 1   Street Number of project: 176   Street Name of Project: Turkey Hill Road   City and Zipcode:  Northampton 01062    Registry of deeds info:  Deed Book 13666, Page 341  Plan Book 77, Page 97     Zoning districts, and overlay districts   SC & RR      Assessors map, block, and lot number,   34   016   001      Permit Type:  Planning Board Special Permit with Site Plan, Notice of Intent,   City of Northampton Stormwater Permit      Existing use of your structure or property:    Existing single‐family house with outbuildings and driveway  Proposed use of your structure or property:  Work associated with demolition of existing single‐family house and associated  sheds, construction of a new single‐family house and garage; and redevelopment  of existing degraded driveway.    Describe planned use, your proposed project and your request in DETAIL (include  relevant sections of regulations) AND whether you have discussed this with your  neighbors    Project overview:  Project seeks to replace the existing single‐family home and driveway at 176  Turkey Hill Road with a new energy efficient home and improved driveway.   The  project is an as‐of‐right use and meets dimensional regulations for the RR zone  (Section 350 Attachment 4) and the SC zone (Section 350 Attachment 18) for Lot  size, frontage, setbacks, building height, and open space requirements. Please  note that the proposed project is not within the small portion of the property’s  frontage along Turkey Hill Road that is within the SC zone.  The parcel is a 40.3  acre/ 1,755,468 SF parcel, far exceeding the 80,000 SF min for projects within the  RR and SC zones which rely on private sewer and water.  The parcel’s frontage  will remain the same, 611.62 LF, complying with the min frontage for the RR  Zone of 175 LF.  The project respects dimensional requirements providing  greater than the min setbacks (403 front, 395/75 sides, 591 rear) proposed vs (40  front,20/20 sides ,50 rear) min.  The proposed work also complies with the min  open space requirements for the RR Zone, as the proposed project maintains  roughly 99% open space, well above the min 80% required.   The project also  does not exceed the max building height for this zone.  The proposed house is a  two‐story house with a height of 30.4 LF from the average grade to mid‐gable.   The proposed house makes a footprint of roughly 4,448 SF inclusive of covered  porches.  In addition, the project proposes an attached garage of 1,437 SF.  There  is an accommodation of up to four parking spaces in front of the parking garage.   The proposed home and garage complies with all existing zoning and  requirements.      The existing parcel is characterized by steep slopes between Turkey Hill and a  level plateau roughly 500 LF into the interior of the parcel. This level plateau is  the area where the project seeks to work, redeveloping the existing disturbed  area.  The rest of the parcel slopes steeply up or down to the West, South, and  East. The existing drive extends southward off an existing curb cut at Turkey Hill  Road and roughly follows the existing grades of the site. An existing riprap swale  collects water from the drive and directs it to the road.  Given the existing grades  and surrounding slopes, the existing driveway exceeds the slopes outlined under  section 350‐8.8 (P).    350‐8.8 (P) Parking and Loading Space Standards No portion of  individual, private driveways shall exceed a slope of 10% with switchbacks  and turns reasonable for emergency vehicle access. However, driveways  between 10% and a maximum of 12% on south‐facing slopes with no  curves may be approved by the Office of Planning and Development in  consultation with the Fire Department when it is determined that no  public safety issues will be created with such driveways. However, the  Planning Board may allow steeper grades by special permit, when it is  determined that no public safety issues will be created with such  driveways.    The existing driveway at Turkey Hill varies from 12% to 16% along its  length and is rutted with water runoff coming from the roof of the  existing house.  The gravel drive’s surface has degraded.  In addition, two  of the existing culverts (midway up the drive) have caved in further  exacerbating drainage issues.  The lower 134 LF of the driveway falls  within the Riverfront Area.  Stormwater strategies were considered to  deal with any additional runoff from the upper development while  minimizing the scope of work and regrading to manage stormwater  within the 200’ Riverfront Area. This scope is outlined in the Notice of  Intent Application Narrative and Materials.    After review with the City Engineer, the project classifies the lower  driveway work as redevelopment as there is not an increase in  impervious surface.  The project proposes to regrade the driveway, pave  it with asphalt, even out the grades along its length, and sheet flow  towards the drainage swale to its east.   The culvert underneath the drive  will be rebuilt.  The upper driveway widths widen to accommodate  emergency vehicle access and turn‐a‐around.  The stormwater flowing  from the upper driveway will be managed by two side‐by‐side basins at  the top of the driveway.  The increase in impervious surface within the  upper portion of the limit of disturbance is 100% balanced pre and post  development through the use of the aforementioned basins and the  subsurface infiltration and level spreader to the south of the new house.     The project team has prepared a detailed stormwater report and  calculations to demonstrate how this is achieved.     350‐8.8 (Q)  Parking and Loading Space Standards .   For all driveways with grades greater than 8% or longer than 500 feet  and which do not result in total site disturbance of one acre or more  triggering a Department of Public Works stormwater permit, a drainage  plan shall be submitted to the Office of Planning and Development for  review and approval.    The existing driveway is roughly 515’ LF and provides a T intersection at  the top of drive for turning around.  The proposed driveway is roughly  560’ and includes a dedicated turn‐a‐round area for emergency vehicles.    Berkshire Design has coordinated with the Fire Department to model the  turning movements of the City’s pumper truck within the proposed  layout.  These diagrams are attached as part of the permit application.        Per the City’s review of the zoning application submitted January 26,  2021, the project will be required to pursue a Northampton stormwater  permit, a Notice of Intent permit with the Northampton Conservation  Commission/ MA DEP, and a stormwater permit with the Northampton  DPW.   Further, prior to construction, the project will pursue building  permits with the City and will submit an EPA NOI SWPPP permit prior to  beginning construction.  In addition, the project will be submitting a well  permit and a septic permit for a new water supply well and the new  septic system associated with the redevelopment of the site.     As such per section 350‐12.3, Significant Trees,   350‐12.3 (B) No person shall remove any significant tree associated with  any site plan approval or any other zoning relief without a site plan  approval from the Planning Board (if a site plan approval is otherwise  required), or an administrative site plan approval from the Office of  Planning and Sustainability if no site plan is otherwise required. And    350‐12.3 (D) (4) Trees that are hazardous due to disease, age, or shallow  roots, as determined and confirmed in writing by a certified arborist and  reviewed by the City's Tree Warden.    The project’s arborist, Charles Mc Carthy, of Arbor & Horticulture Advisor  of Belchertown, MA, between September and October 2020 assessed  the significant trees within the possible work area that are 20” or greater  in caliper.  In addition, he identified trees which may be diseased or  damaged and pose a life safety risk.  All trees reviewed by the arborist  were marked in the field with blue tags and numbered. Subsequently  these trees were surveyed in the field by Berkshire Design Group and  added to the existing survey and integrated into the permit plan sets  which accompany this application.  Trees to be protected and trees to  remain are noted on the plans.  Replacement Trees will be provided per  section 350‐12.3, E., 1 or 2, or a combination thereof prior to the  completion of the project.   Existing Trees are identified on the Existing  Condition Plans LC 111 and LC 112.  Trees slated for removal and  protection are located on the Erosion and Demolition Control Plans  LC121 and LC 122.  Please note that 5 of the trees slated for removal  qualify as “Significant trees” per Northampton regulations.   These  include one (1) qty Hemlock and four (4) qty white pine, totaling a  combined caliper of 108.”    As Per 337‐10, E.  (1) Northampton Wetlands Protection Performance  Standards Certain areas 50 feet to 100 feet from wetlands may be  suitable for temporary, limited or permanent disturbance as appropriate  when the applicant can demonstrate to the Commission's satisfaction  that the proposed work, activity or use will not affect wetland values  singularly or cumulatively and, by means of a written and plan view  assessment, that reasonable alternatives to the proposed work or activity  do not exist.  (a)  The Commission may allow the alteration of up to 20% of the area  within the fifty‐foot to one‐hundred‐foot buffer zone on a lot, or up to  2,000 square feet on a lot within a cluster subdivision. This is a total,  cumulative allowance for all projects on a lot developed since the City  first adopted a wetlands protection ordinance (August 17, 1989). The  proposed work must have no significant adverse impact on the resource  area, and the applicant must provide evidence deemed sufficient by the  Commission that the area being disturbed will not harm the resource  area values protected by the law.    Between September 2020 and October 2020, Ward Smith, of Wendell  Wetland Services, delineated the existing resource areas adjacent to the  proposed development area. This delineation continued to the west of  the proposed area and included areas across Turkey Hill Road.  In  addition to wetlands, within 200’ of the parcel, a perennial stream flows  west to east beyond the north side of Turkey Hill Road.  The project area  is separated from the stream by a 4’ high landscape earthen berm, and  existing grades indicate water running off the parcel’s existing driveway  sheet flows into the southern edge of Turkey Hill Road to the east.     Ward Smith delineated both the edge of wetlands and the top of bank     These delineations were presented, via an RDA, to the Conservation  Commission on October 22, 2020.    The owners of 176 Turkey Hill Road have spoken with their neighbors at   218 Turkey Hill Road prior to this submission.        + Application fee  ($325)   + Full Permit Plan Set 2 copies hard copy mailed/ dropped off at City Hall due to  covid:   +  Erosion Control Demolition Plan  +  Existing Conditions Plans (grading, property info, vegetation, and utilities)  +  Proposed Plans (grading, drainage, utilities, layout, materials, planting)  +  Building elevations and floor plans for reference      + Additional Permit Set and application to the City Clerk Will deliver at time of  delivery of plan sets.    + Installation of Public Hearing Sign (Yellow sign with notice) During Covid‐ the City  may elect to place the sign themselves along the frontage of the parcel. BDG to  check to see if yellow sign can be reused check at time of coordinating delivery of  plan sets.    + Review findings: Planning and Building Department Review  (Waived for project)    + List of Abutters within 300’ of project parcel Completed.    See attached also included in cover sheet to permit set.    + Locus Plan   See cover sheet    + Statement about other permits or approvals required by local, state, or federal  agencies    Per the City’s review of the zoning application submitted Jan 26, 2021,  the project will be required to pursue a City of Northampton Stormwater  Permit Application stormwater permit, a Notice of Intent Permit with the  Northampton Conservation Commission/ MA DEP, and a stormwater  permit with the Northampton DPW.       The project will be require to submit an EPA NOI SWPPP online prior to  the start of construction.     The project is outside any state designated Natural Heritage Rare Species  Habitat as indicated on Oliver GIS’s online viewer.     The project is outside the 100‐year and 500‐year floodplain per the  online FEMA firmette for this parcel.     The project is outside Zone 1, Zone 2, and IWPA wellhead protection  zones. The project has an existing private well at the top of the existing  driveway.  A new well is proposed further to the south of the developed  area to protect the water quality of the well supply.      The project has successfully perc’d two locations for a future private  sewer system within the developed area and is greater than 100’ from  the proposed private water supply well.     The project will pursue a septic permit and a well permit through the City  of Northampton Board of Health.    A Mass Historic Project Notification Form has not been filed, but will be  filed prior to applying for an EPA NOI SWPP.    Prior to construction the project will pursue a building permit, and  driveway permit.    The project will also submit a demolition permit to remove the existing  house prior to completing the project.      + Replacement Tree plan for the replacement of any significant trees on site  displaced by construction. (min 1” caliper) and/or payment to the city for any  difference thereof    See Sheet LC 121 and LC 122 for Northampton Significant Trees within or  adjacent to the proposed work area (trees greater than 20” caliper, not  indicated as diseased).  Please note that there are 5 trees deemed  “Significant trees” scheduled for removal.  See Sheet LC131 and LC 132  for proposed planting tree location, species, and size.  All proposed trees  meet Northampton’s requirement.    350‐12.3 (d) Replacement trees shall either be approved street tree  species as defined in the rules and regulations regarding subdivision of  land or other trees that are hardy in all of the following USDA Plant  Hardiness Zones: 6a, 6b, 7a, and 7b.      If the full caliper replacement trees are not reached by the replacement  planting onsite, the owner will pay the difference according to:    350‐12.3 E. (2) Pay funds to the City for a tree replacement fund account  that, in the Planning Board's estimate, will allow the City to plant new  public shade trees on City property in accordance with the above formula.      + Maintenance schedule for plantings for the first two years.       Trees to be planted as shown on the plans will be cared for by the owner or the  owner’s consultant.  Trees will be watered prior to planting, and at the time of  planting, weekly for each tree.   The owner or the owner’s consultant may use  gator bags at the base of each newly planted tree, or install temporary irrigation  on a timer to ensure the consistent watering of trees.  Shortly after planting,  Berkshire Design will review the planted trees to look for stress, cracks, other  damage to the trees.   After the first winter, Berkshire Design or the client’s  designated consultant will review the trees on site to confirm tree health and  vitality.  At the end of the 24‐month period after installation, the Owner or the  Owner’s consultant will coordinate with the City review of the replacement trees  for completion of tree replacement requirements.     +  Written Description of how the project demonstrates (goes into online form,  numbers need to be retained for ease of reference.    1. Will protect adjoining premises from seriously detrimental uses.  The proposed work at 176 Turkey Hill, redevelops a previously developed 1.8  acre portion of a 40.3 acre property.  There is no change to the proposed use  from existing. The proposed development exceeds all dimensional setbacks and  open space requirements. Stormwater is being managed with no increase in  runoff within a 100‐year event.      2. Will promote safety of vehicular and pedestrian movements, minimize and  mitigate traffic impacts.  The proposed work at 176 Turkey Hill does not change or alter the pedestrian  nor the vehicular circulation patterns at Turkey Hill Road.  It does not increase  the amount of Traffic at Turkey Hill Road as the proposed use, a single‐family  home matches that of the existing use.  The project has simulated the turning  movements of Northampton’s safety vehicles and accommodates sufficient  access and turn‐around within the site.       3. Promote a harmonious relationship of structures and open space.  The proposed house is placed at a level plateau within the 40.3‐acre site and set  back from the driveway to frame views of the adjacent wetlands and woods. The  house proposes exterior pedestrian connections at both the front and back to  facilitate connection with the surrounding terrain.   The majority of the site is left  as is, wooded with several old logging roads and trails.    4. Bears positive relationship to public convenience or welfare.  The project maintains a significant portion of the parcel as open space, which in  turns acts as a carbon sink, helps absorb stormwater and provides valued habitat.   By redeveloping the existing developed plateau, the project minimizes  environmental impacts, and does more than a typical building lot within its zone  to provide public benefits associated with carbon sequestration and habitat for  wildlife.      5. Avoid overloading and mitigate impacts on City resources and infrastructure.  The project will rely on site septic and site water supply sources, not using the  city’s municipal water supply nor relying on the City’s sewage treatment plant to  process stormwater.  The project will include a fire suppression system with  onsite fire suppression water tanks in either the basement or below grade within  the exterior site.  Additionally, the project will be improving the existing  stormwater runoff by collecting all the stormwater falling on the roof on the  house and garage and putting that into subsurface systems which can process up  to the 100 year storm.  The existing site does not retain, store, or treat the  existing stormwater falling upon the existing house.           6. Promote city planning objectives and will not adversely effect those objectives  as defined in the City Master and study plans (meet all zoning requirements)    Reviewing the Sustainable Northampton Comprehensive Plan, January 2008, “   The comprehensive  plan  is  designed  to  provide a  basis  for  decision‐making   regarding  the long‐term  physical  development  of  the  municipality  and   requires  Planning  Board  approval.    Likewise, one  purpose  of  the  Zoning Act  (Massachusetts General Law Chapter 40A)  and  zoning  adopted  by   communities is to encourage the most appropriate use of land, including  consideration of the recommendations in the comprehensive plan.”      Significantly improve energy efficiency in city buildings and programs, reduce  greenhouse gas emissions, and encourage conservation and use of alternative  and renewable energy sources throughout the community:    The project’s house is oriented to take advantage of future solar panels applied  to the southern face of the building’s roof.     Recognize and foster the unique history, character and function of each  residential, commercial, mixed use, and open space neighborhood.    The project proposes context sensitive development and open space residential  development compatible with conservation purposes.  The developed area is  limited to the 1.8 acre portion of the property which is previously developed/  disturbed of the entire 40.3 acre parcel.  Turkey Hill Road is a heavily wooded  neighborhood and the proposed work maintains that character and places the  house far away from the frontage keeping in character with the neighborhood.    7. Meets special regulations set forth in the Zoning chapter  The project meets existing conditions and/or complies with the zoning  regulations applied to the SC and RR Zones.        *****    Site plan Criteria Address how you meet ALL THREE of the criteria below to  improve circulation and reduce traffic and parking and any other related  mitigation:  1. Minimizing curb cuts, using only ONE unless traffic safety requires more, and  using access from a common driveway, shared service road, or existing side  street when possible.  The proposed scope does not increase the number of curb cuts into the  property.  Access into the property is through a single 10’ wide driveway.  2. Separation on‐site of pedestrians, bicycles, and vehicles.  This is a Rural Residential / SC Zone project along a wooded road with rolling  terrain.  Frontage of the project area is within the Riverfront Area and as  such the project seeks to preserve as much of the existing wood and  vegetation along its frontage. Within the interior of the site, a sidewalk  connecting the front door to the driveway is provided and pedestrian  connections over softscape are provided around the house and allow for  access to on site trails.  3. Reducing parking demand and reducing the number of required parking  spaces (provide detail on any request to reduce the number of parking  spaces).  There is no change to the number of parking spaces on site.  This project is a  residential project and accommodates all parking within the parcel’s interior.  Site Plan ‐ Onsite Traffic  Describe in detail how your project will avoid traffic conflicts where traffic accesses your site,  including any traffic mitigation at your curb cut:  The driveway has been shifted in its footprint 3.5 feet to the east.  This will help improve sight  lines for vehicles exiting the residential property.  Within the property the driveway widens and  provides stable surfaces for emergency vehicles to turn around.  Site Plan ‐ Offsite Traffic  Describe in detail how your project mitigates all off‐site (beyond your driveway access point)  traffic impacts using one of the following three approaches:  1. Providing off‐site traffic improvements or public bicycle and pedestrian improvements that  reduce traffic to mitigate for your projects traffic.  We believe this is not applicable as there is no anticipated increase in traffic.  The existing  parcel has a single family home and the proposed scope rebuilds a more energy efficient  single family home.  2. Paying payment‐in‐lieu of traffic, bicycle, and pedestrian improvements in accordance with  the Zoning.  We believe this is not applicable as there is no anticipated increase in traffic.    3. Providing clear documentation as to why your project does not generate any new traffic.  The existing parcel has a single family home and the proposed scope demos the existing  house and builds one new single family home.  There is no change in use and thus no change  in anticipated traffic to and from the parcel.   Site Plan ‐ Request Waivers  List any requested waivers from the requirements that the plans include the following, along with  the reasons for those waivers:  1. Site plan at 1"=40' or greater.  No waiver requested.  Site plans at 1”=20’‐0”  2. Name and address of the owner and developer, name of project, and date.  No waiver requested.    3. Existing and proposed buildings, property line setbacks, building elevations, exterior  entrances/exits.  The existing building will be demoed with the project.  Proposed building elevations and plans are  provided with the submission.  Property line setbacks are included on the plans.    4. Present and proposed use of the land and buildings.  No waiver requested.      5. Existing and proposed topography using two foot contours.  No waiver requested.  Site survey has been prepared by a Professional Land Surveyor with 1’  contours.  6. Wetlands, streams, water bodies, drainage swales, wetlands, unique land features.  No waiver requested.  Site survey has been prepared by a Professional Land Surveyor with  delineations as delineated by a professional wetland scientist.    7. Location of parking, loading, public/private ways, driveways, walkways, access and egress,  surfacing.  No waiver requested.    8. Location and details of all storm water drainage, detention and water quality facilities, public and  private utilities and easements, sewage disposal facilities, water supply facilities.  Location of all stormwater drainage and water quality facilities are provided as well as details.   Electric service is shown and location of future water supply well and septic system are shown on  the plans.  More details will be provided for well and septic design by the well and septic  engineers at the time of applying for septic and well permits with the City’s Board of Health.    9. Existing and proposed landscaping, trees, plantings, stone walls, buffers, and fencing.  No waiver requested.    10. Existing and proposed sign locations, dimensions and details.  No waiver requested.  No existing signs on site.  11. Provisions for refuse removal and screening.  No waiver requested.  This is a single‐family home.  Client will keep trash receptacles in the  garage.  House and garage are over 500’ away from the road and view of the garage is blocked  from Turkey Hill Road by the terrain.  12. Lighting/photometric plan (with a maximum of 0.5 foot candles at property boundary).  No site lighting is proposed at this time.  If downlights are proposed on the building they will be  full cut off and dark sky compliant.   13. Erosion control plan (MAJOR projects only).  No waiver requested.  Erosion Control Plan provided with the permit drawing set.  14. Traffic study (MAJOR projects only).  Waiver requested. We believe this is not applicable as the parcel has an existing single‐family  home which will be demoed and replaced with a single‐family home, resulting in no net change in  traffic.    15. Stormwater Management Plan with Drainage Calculations (MAJOR projects only).  Since the area of disturbance is greater than 1 acre, we have prepared a stormwater  management plan and report with drainage calculations.  16. Plans stamped by Professional Engineer (MAJOR projects only).  No waiver requested. Hard copies are stamped.   Digital copies are unstamped.  1 Rachel Loeffler From:adelisle=northamptonma.gov@mg.unibank.net on behalf of adelisle@northamptonma.gov Sent:Thursday, February 25, 2021 12:20 PM To:Rachel Loeffler Subject:Planning Permits - Your payment has been confirmed! Your Confirmation number is 20210225378231   Date of Confirmation: 2/25/2021   NOTE: When paying by ACH (Checking) it will take two business days for the payment to be debited from your  bank account. Your account number is not verified until this payment is presented to your bank. They have the  right to return this payment if unable to process this transaction against your account.   Your request for payment(s) of $612.50 has been received and is subject to approval by your financial  institution.     Account Information  Name: Rachel Loeffler  Address: 4 Allen Place  City: Northampton, MA 01060  State: MA  Zip: 01060  Email: rachel@berkshiredesign.com     Payment Information  Payment Type: Credit Card  Payer Name: Rachel Loeffler  Card Number: ************6897     Transaction Information  Northampton Planning and Sustainability  Planning Permits   Permit: Wetlands   Property Owner Name: Linda Doucette‐Ashmann and Harvey Ashman   Quantity: 1  Amount: $612.50  Fee: $0.00  Payment Type: Credit Card  2 Permit Application Name: Notice of Intent Application   Assessors Map # for Work Location : 34   Assessors Block # Work Location: 016   ssessors Lot # for Work Location : 001   Email Address: rachel@berkshiredesign.com       Total: $612.50       176 TURKEY HILL ROAD WETLANDS BUFFER/ RIVERFRONT AREA CALCS Revised 02.25.2021 TOTAL TEMPORARY AREA OF DISTURBANCE = 1.82 Acres/ 79,599.9 SF EXISTING WETLAND BUFFER ZONES Total 100' Wetland Buffer  0'‐50' Wetland Buffer  50'‐100 ' Buffer SF Lower Lot Flags  2F16‐ G1 21,566.44 SF 1,908.50 SF 19,657.94 SF Upper Lot Flags B1‐B60 128,255.30 SF 66,301.08 SF 61,954.22 SF 149,822 SF 81,612 SF SF SUBTOTAL Summary: 81,612 SF within the 50'‐100' Buffer Therefore:16,322 SF of this area is developable (or 20%) EXISTING RIVERFONT AREA Total 200' Riverfront Area Inner 0'‐100' Riverfront Area Outer 100'‐200' Riverfront Area SF Lower Lot Flags  HW 6 ‐2HW10 69,373.80 SF 12,599.34 SF 56,774.46 SF Upper Lot NA 0.00 SF 0.00 SF 0.00 SF 69,373.80 SF Summary: 69,374 Therefore:6,937 SF of this area is developable (or 10%) EXISTING AREA OF BUFFER ZONE DISTURBANCE ON PROJECT SITE Total Disturbance  0'‐50' Wetland Buffer  50'‐100 ' Buffer SF SF Lower Lot Flags  2F16‐ G1 678.00 SF 0.00 SF 678.00 SF Upper Lot Flags B1‐B60 5,343.70 SF 388.70 SF 4,955.00 SF 6,022 SF 5,633 SF SF SUBTOTAL Summary: 5,633 SF within the 50'‐100' Buffer Therefore:6.90%of the existing 50'100' buffer is degraded EXISTING DEGRADED AREA WITHIN THE RIVERFRONT AREA Total 200' Riverfront Area Inner 0'‐100' Riverfront Area Outer 100'‐200' Riverfront Area SF Lower Lot Flags  HW 6 ‐2HW10 2,552.88 SF 0.00 SF 2,552.88 SF Upper Lot NA 0.00 SF 0.00 SF 0.00 SF 2,552.88 SF Summary: 2,553 SF of degraded area within the Riverfront Area falling within the parcel Therefore:3.68%of the existing Riverfront Area is Degraded PROPOSED LIMIT OF DISTURBANCE WITHIN THE WETLAND BUFFER Total Disturbance  0'‐50' Wetland Buffer  50'‐100 ' Buffer SF SF Lower Lot Flags  2F16‐ G1 649.00 SF 0.00 SF 649.00 SF Upper Lot Flags B1‐B60 15,459.00 SF 0.00 SF 15,459.00 SF 16,108 SF 14,334 SF SF SUBTOTAL Summary: 14,334 SF within the 50'‐100' Buffer Therefore:17.56%of the  50' to 100' wetland buffer is would be modified *note the temporary area of disturbance within the 50'‐100' Buffer is 17,180.22 SF ** the majority of the disturbance is grading for stormwater management and access,  ***impervious surfaces represent 4.73% of the 50 to 100' buffer disturbance, at 3,860.4 SF PROPOSED LIMIT OF DISTURBANCE WITHIN THE RIVERFRONT AREA Total 200' Riverfront Area Inner 0'‐100' Riverfront Area Outer 100'‐200' Riverfront Area SF Lower Lot Flags  HW 6 ‐2HW10 3,899.83 SF 0.00 SF 3,899.83 SF Upper Lot NA 0.00 SF 0.00 SF 0.00 SF 3,899.83 SF Summary: 3,900 SF of redevelopment area within the riverfront area Therefore:5.62%area of disturbance within the riverfront area * the additional area above and beyond the existing degraded area is for stormwater mitigation. (1339.79 SF) 1176 TURKEY HILL ROADCERTIFED LIST OF ABUTTERS WITHIN 100' OF PARCEL PROVIDED BY THE CITY OF NORTHAMPTON09.04.2020OBJECTID PARID TAXYR version OWN1 OWN2 CAREOF ADDR1ADDRCITYNAME STATECODE ZIP1LocusLUC LIVUNIT AssessorAcres TaxParID MB1 34 -002-001 2021 2020-01-08 9:40 NORTHAMPTON CITY OF CITY HALLC/O CONSERVATION COMMISSION 210 MAIN STNORTHAMPTON MA01060932365.1 M_98273_834 -0022 34 -006-001 2021 2020-01-08 9:40 NEVEJANS JOEL & KATHY276 TURKEY HILL RD FLORENCE MA 01062 TURKEY HILL RD 276 101 1 3.009 M_98797_834 -0063 34 -007-001 2021 2020-01-08 9:40 WEINBERGER DOREEN A & CLAIRE HUTTLINGER 158 TURKEY HILL RD FLORENCE MA 01062 TURKEY HILL RD 158 101 2 2.51 M_99191_834 -0074 34 -010-001 2021 2020-01-08 9:40 LAVALLEY EDWARD B JR & MARK JOSEPH LAVALLEY207 SYLVESTER RD FLORENCE MA0106213217 M_99133_834 -0105 34 -012-001 2021 2020-01-08 9:40 PARSONS HENRY M III & EDWARD A149 EASTHAMPTON RD WESTHAMPTON MA01027 601 148 M_98355_834 -012TURKEY HILL RD 176 101140.33 M_98859_834 -0167 34 -017-001 2021 2020-01-08 9:40 POLONIS 2007 IRREVOCABLE TRUST C/O DONALD & PATRICIA POLONIS 4 CLINTON STEASTHAMPTON MA01027 TURKEY HILL RD 152 101 1 13.62 M_99227_834 -0178 34 -018-001 2021 2020-01-08 9:40 CARMIEN MARK & STEVEN B LUCAS218 TURKEY HILL RD FLORENCE MA 01062 TURKEY HILL RD 218 101 1 5 M_98896_834 -0189 34 -019-001 2021 2020-01-08 9:40 WHITING RICHARD JR175 TURKEY HILL RD FLORENCE MA 01062 TURKEY HILL RD 189 130 4.9 M_99108_834 -01910 34 -034-001 2021 2020-01-08 9:40 BANAS MICHAEL R & QIUHUI CHEN-BANAS 63 MAIN STEASTHAMPTON MA01027 TURKEY HILL RD 332 601 13.18 M_98597_834 -03411 34 -037-001 2021 2020-01-08 9:40 W D COWLS INC134 MONTAGUE RD NORTH AMHERSTMA010596017.83 M_98393_834 -037100 ft-Reformatted Notification to Abutters  Under the Massachusetts Wetlands Protection Act,  and the Northampton Wetlands Ordinance      In accordance with the second paragraph of the Massachusetts General Laws Chapter 131,  Section 40, you are hereby notified of the following:    The name of the applicant is: Linda Doucette‐ Ashman & Harvey Ashman    The applicant has filed a Notice of Intent with the Northampton Conservation Commission  seeking permission to remove, fill, dredge or alter an Area Subject to protection Under the  Wetlands Protection Act (General Laws Chapter 131, Section 40) and the Northampton  Wetlands Protection Ordinance (Chapter 337).  The work proposed is: Redevelopment of an  existing driveway and single‐family home.    The address of the lot where the activity is proposed is 176 Turkey Hill Road, Northampton MA.  The Map and Lot is 34‐016.     Copies of the Notice of Intent may be examined at the Office of Planning and Sustainability, 210  Main Street, Room 11, between the hours of 8:30 a.m. and 4:30 p.m., Monday – Friday, and  online at http://northamptonma.gov/948/Public‐File‐Cabinet, permit files are sorted by Map  and Lot.     Copies of the Notice of Intent and more information may be obtained from either (check one)  or the applicant's representative, Berkshire Design Group, by calling this telephone number    ( 413 )582‐7000 between the hours of 8.30am and 5pm on the following days of the week:  Monday through Friday.     Information regarding the date, time, and place of the public hearing may be obtained from the  Office of Planning and Sustainability by calling the Conservation Agent at (413) 587‐ 1263.   Conservation Commission agendas are also posted at  http://northamptonma.gov/AgendaCenter/Conservation‐Commission‐7       NOTE:  Notice of the public hearing, including its date, time, and place, will published seven days  in advance of the hearing in the Daily Hampshire Gazette, and will be posted in a ‘Public Notice’  sign on the subject property.    NOTE:  Notice of the public hearing, including its date, time, and place, will be posted in the  Northampton City Hall not less than forty‐eight (48) hours in advance.    NOTE:  You also may contact the nearest Department of Environmental Protection Regional  Office for more information about this application or the Wetlands Protection Act.  To contact  DEP, call the Western Region at (413) 784‐1100.    AFFIDAVIT OF SERVICE  Under the Massachusetts Wetlands Protection Act  And the Northampton Wetlands Ordinance    (To be submitted to the Massachusetts Department of Environmental Protection  and the Conservation Commission when filing a Notice of Intent)      I, Rachel Loeffler, of Berkshire Design Group, at 4 Allen Place, Northampton, MA 01060         Name of person making affidavit     hereby certify under the pains and penalties of perjury that on    02.25.2021            date  I gave notification to abutters in compliance with the second paragraph of Massachusetts  General Laws Chapter 131, Section 40, and the DEP Guide to Abutter Notification dated April 8,  1994, in connection with the following matter:      A Notice of Intent was filed under the Massachusetts Wetlands Protection Act by  Linda Doucette‐Ashman and Harvey Ashman with the                                  Name of Applicant                                                                                                             Northampton Conservation Commission on     02.25.2021   for property         date  located at     176 Turkey Hill Road, Northampton, MA  Address of land where work is proposed    The form of the notification and a list of the abutters to whom it was given and their addresses,  are attached to this Affidavit of Service.        02.25.2021  Applicant Signature         Date  Stormwater Drainage Report ______________________________________________________________________________________ For Single Family Residence Linda Doucette-Ashman and Harvey Ashman 176 Turkey Hill Road Northampton, MA February 22, 2021 Prepared by: 4 Allen Place, Northampton, Massachusetts 01060 Single Family Residence February 22, 2021 176 Turkey Hill Road, Northampton, Massachusetts Stormwater Drainage Report The Berkshire Design Group, Inc. Page 1 Table of Contents Introduction 2 Site Terrain and Soils 2 Existing Conditions 3 Proposed Conditions 4 Calculations and Design 6 Summary 7 Stormwater Standards Compliance 8 Figures Figure 1 Pre- Development Drainage Area Plan Figure 2 Post- Development Drainage Area Plan Figure 3 Pre- Development Ground Cover Plan Figure 4 Post- Development Ground Cover Plan Figure 5A Demolition and Erosion Control Plan (Sheet 1 of 2) Figure 5B Demolition and Erosion Control Plan (Sheet 2 of 2) Appendices Appendix A Pre- and Post- Development Hydrologic Calculations Appendix B Soils Information Appendix C Proposed Stormwater Management System Operation & Maintenance Plan Appendix D Flood Plain Information – FEMA Firmette Appendix E NHESP – Estimated and Priority Habitats Appendix F TSS Removal Calculations Appendix G Checklist for Stormwater Report Single Family Residence February 22, 2021 176 Turkey Hill Road, Northampton, Massachusetts Stormwater Drainage Report The Berkshire Design Group, Inc. Page 2 I. Introduction The following report presents an analysis of the stormwater runoff and stormwater management for the construction of a new 4,448± s.f. two-story residence, a 1,437± s.f. garage, a 560’ paved driveway, paved parking and sidewalks. The site is located at 176 Turkey Hill Road. The site is not located within a flood plain as per the most recent FEMA information. (See Appendix D) The site also does not contain any areas located within the NHESP Estimated Habitats of Rare Wildlife or Priority Habitats of Rare Species. (See Appendix E) II. Site Terrain and Soils The existing 40.3 acre site contains an existing single family house with three sheds. The house, sheds and drive are concentrated at the lower, northeast corner of the parcel. An existing 515’ gravel driveway leads up at approximately 12.5% to 16% grades to the house from Turkey Hill Road. The northwestern portion of the parcel slopes steeply down toward Turkey Hill Road, the eastern part of the parcel slopes steeply down toward the eastern abutter and the southern portion of the parcel slopes steeply down toward the wetlands. A soil evaluation was done by Berkshire Design on November 4, 2020 and is included in Appendix B. Eight test pits were excavated as shown on the test pit location plan. The Natural Resources Conservation Service Web Soil Survey for Hampshire County, Massachusetts classifies the site soils as: 253C – Hinckley loamy sand, 8 to 15 percent slopes The profile from the Web Soil Survey lists these soils as loamy sand. All of the test pits fall within this soil type and all but Test Pit #8 have receiving layers of variants of sand. Test Pit #8 has a receiving layer of sandy loam. From the Rawls Rates table in the MassDOT Stormwater Handbook, the infiltration rate for Sand is 8.27 inches/hour and for Sandy Loam is 1.02 inches/hour, which are used in the calculations. (see Appendix B for the soil report): Per the Web Soil Survey Legend, the Hinckley soils are listed as Hydrologic Soil Group “A”. See Appendix B. Single Family Residence February 22, 2021 176 Turkey Hill Road, Northampton, Massachusetts Stormwater Drainage Report The Berkshire Design Group, Inc. Page 3 306D – Paxton fine sandy loam, 8 to 15 percent slopes, very stony The profile from the Web Soil Survey lists these soils as fine sandy loam. Per the Web Soil Survey Legend, the Paxton soils are listed as Hydrologic Soil Group “C”. See Appendix B. 311C – Woodbridge fine sandy loam, 8 to 15 percent slopes, very stony The profile from the Web Soil Survey lists these soils as fine sandy loam. Per the Web Soil Survey Legend, the Woodbridge soils are listed as Hydrologic Soil Group “C/D”. See Appendix B. III. Existing Conditions As noted above, the site is an existing single family house with three sheds. There is an existing 515’ gravel driveway, a gravel parking area and landscaping. The existing conditions have been analyzed as four drainage areas containing a total area of 448,670 s.f. The area analyzed contains the areas affected by the development and the upslope areas contributing to the area of development. The existing drainage area boundaries are depicted on the Pre-Development Drainage Area Plan (Figure 1). The following is a brief description of the drainage areas: Area E1A Area E1A is approximately 97,119 square feet (s.f.) in size and contains the existing house, most of the gravel driveway, the riprap driveway swale, wooded areas and grass areas. This area drains northerly toward Turkey Hill Road, which is control point (CP-E1). Area E1B Area E1B is approximately 180,597 square feet (s.f.) in size and contains the wooded areas up the slope of a steep hill, a former driveway, walking paths and grass areas. This area drains northerly toward a culvert under the existing gravel driveway, then down the driveway drainage swale and then on to Turkey Hill Road, which is control point (CP-E1). Area E2 Area E2 is approximately 76,631 s.f in size and contains the eastern portion of the area of disturbance. This area contains two sheds, a walking path, woods and grass areas. This area drains easterly toward the eastern abutter, which is control point (CP-E2). Single Family Residence February 22, 2021 176 Turkey Hill Road, Northampton, Massachusetts Stormwater Drainage Report The Berkshire Design Group, Inc. Page 4 Area E3 Area E3 is approximately 94,323 s.f in size and contains the southern portion of the area of disturbance. This area contains a shed, a gravel parking area, woods and grass areas. This area drains southerly toward the wetlands, which is control point (CP-E3). IV. Proposed Conditions The proposed development will be a mixture of new development and redevelopment. The new development includes the construction of a new 4,448± s.f. two-story residence, a 1,437± s.f. garage, paved parking, lawn and landscaping areas and sidewalks. The redevelopment portion will include a 560’ paved driveway, a stormwater stilling basin and a bio-retention area. New electric utility services will be connected to the building from the existing electric utilities in the area. A new on-site sewage disposal system will be constructed to service the new house. A new potable water supply well will be drilled to the south of the proposed house at a distance greater than 100’ from the proposed septic system. A new surface detention/infiltration basin and a subsurface infiltration system will be constructed to mitigate the stormwater peak runoff in the pre- vs. post- development conditions. Two new bio retention areas will be constructed to provide water quality treatment. The proposed conditions will be analyzed with twelve drainage areas with a total area of 448,711 s.f. The proposed drainage area boundaries are depicted on the Post-Development Drainage Area Plan (Figure 2). The following is a brief description of the drainage areas: Area P1A Area P1A is approximately 15,579 s.f. in size and is the northeastern portion of the analysis area containing a portion of the paved driveway, grass and woods. Runoff drains overland northerly toward Turkey Hill Road, control point (CP-P1). Area P1B Area P1B is approximately 7,616 s.f. in size and contains a portion of the paved driveway, grass and woods. Runoff drains overland northerly toward the driveway at Turkey Hill Road, control point (CP-P1). Area P1C Area P1C is approximately 57,230 s.f. in size containing a portion of the paved driveway and riprap driveway swale, grass and woods. Stormwater runoff from this area drains to bio retention area #1 (BR1) which discharges over the stone or log lined spillway and sheet flows to Turkey Hill Road, control point (CP-P1). Single Family Residence February 22, 2021 176 Turkey Hill Road, Northampton, Massachusetts Stormwater Drainage Report The Berkshire Design Group, Inc. Page 5 Area P1D Area P1D is approximately 10,254 s.f. in size containing a portion of the paved driveway and riprap driveway swale, grass and woods. Stormwater runoff from this area drains to the stilling basin w/ boulders (1P), then to the riprap driveway swale and eventually to control point (CP-P1). Area P1E Area P1E is approximately 179,723 square feet (s.f.) in size and contains the wooded areas up the slope of a steep hill, walking paths and grass areas. This area drains northerly toward the containment area before the cross culvert (2P), then to a culvert under the proposed paved driveway, to the stilling basin w/ boulders (1P), then down the driveway drainage swale and eventually to control point (CP-P1). Area P1F Area P1F is approximately 9,619 s.f. in size containing detention/infiltration basin (3P), a portion of the paved driveway, grass and woods. Stormwater runoff from this area drains to the detention/infiltration basin (3P). Detention/infiltration basin (3P) is designed to contain and exfiltrate the stormwater runoff to the groundwater for the 2-yr, 10-yr and 100-yr storms. Emergency overflow from detention/infiltration basin (3P) will discharge into the driveway swale and eventually to control point (CP-P1). Area P1G Area P1G is approximately 11,946 s.f. in size containing bio retention area #2 (BR2), a portion of the paved driveway, the paved parking area, lawn, landscaping and woods. Stormwater runoff from this area drains to bio retention area #2 (BR2), then overflows to detention/infiltration basin (3P). Area P2A Area P2A is approximately 24,049 s.f in size and contains the northern portion of the area which sheet flows overland to the eastern abutter. This area contains an existing shed, woods and grass areas. This area drains easterly toward the eastern abutter, which is control point (CP-P2). Area P2B Area P2B is approximately 41,531 s.f in size and contains the southern portion of the area which sheet flows overland to the eastern abutter. This area contains the building deck, grass lined level spreader (LS1), woods and grass areas. This area drains easterly toward the eastern abutter, which is control point (CP-P2). Single Family Residence February 22, 2021 176 Turkey Hill Road, Northampton, Massachusetts Stormwater Drainage Report The Berkshire Design Group, Inc. Page 6 Area P2C Area P2C is approximately 5,245 s.f in size and contains the roof area of the new house and garage. This area drains to subsurface infiltration system (SIS) which overflows to the grass lined level spreader (LS1) and then sheet flows to the eastern abutter, which is control point (CP-P2). Area P3 Area P3 is approximately 86,021 s.f in size and contains the southern portion of the site. This area contains woods and grass areas. This area drains southerly toward the wetlands, which is control point (CP-P3). V. Calculations and Design Drainage calculations were performed on HydroCAD Stormwater Modeling System (HydroCAD) version 10.0 using Natural Resources Conservation Service (NRCS) TR-20 methodology. The NRCS method is based on rainfall observations, which were used to develop the Intensity-Duration-Frequency relationship, or IDF curve. The mass curve is a dimensionless distribution of rainfall over time, which indicates the fraction of the rainfall event that occurs at a given time within a 24-hour precipitation event. This synthetic distribution develops peak rates for storms of varying duration and intensities. The NRCS distribution provides a cumulative rainfall at any point in time and allows volume dependent routing runoff calculations to occur. These calculations are included in the appendices. The watershed boundaries for calculation purposes are divided according to the proposed site grading and the natural limits of the drainage areas. The curve numbers (CNs) and times of concentration for the existing and proposed subcatchment areas are based on the soil type and the existing and proposed cover conditions at the site. Watershed subcatchment areas, runoff coefficients and watercourse slopes are based on survey information. In the HydroCAD report in Appendix A, certain nodes are listed as “Ponds”. A “Pond” is defined in HydroCAD as a node used to model the storage effects of any retention or detention area, such as a reservoir, detention pond or storage chamber. All such “Ponds” used in this project are designed to either exfiltrate or drain the stormwater completely. There will be no “Ponds” associated with this project which will contain standing water. Calculations were performed for the 1-, 2-, 10-, and 100-year frequency storms under existing and proposed conditions. The results of the calculations are presented in Table 1 below. Appendix A presents the HydroCAD calculations. Single Family Residence February 22, 2021 176 Turkey Hill Road, Northampton, Massachusetts Stormwater Drainage Report The Berkshire Design Group, Inc. Page 7 Point of Analysis 1-Year Storm 2-Year Storm 10-Year Storm 100-Year Storm Peak Flow Rate(cfs) Volume (ac-ft) Peak Flow Rate(cfs) Volume (ac-ft) Peak Flow Rate(cfs) Volume (ac-ft) Peak Flow Rate(cfs) Volume (ac-ft) CP-E1 0.08 0.039 0.33 0.091 1.74 0.321 4.71 0.774 CP-P1 0.00 0.000 0.09 0.004 1.60 0.176 4.47 0.594 CP-E2 0.00 0.000 0.00 0.000 0.00 0.003 0.11 0.042 CP-P2 0.00 0.000 0.00 0.000 0.00 0.003 0.09 0.038 CP-E3 0.03 0.019 0.16 0.044 0.91 0.153 2.38 0.347 CP-P3 0.03 0.017 0.14 0.041 0.83 0.140 2.17 0.317 Table 1 Peak Flow and Volume Summary VI. Summary The use of the surface detention/infiltration basin (3P) and the subsurface infiltration system (SIS) will result in the reduction of the offsite peak flow rates and runoff volumes to Turkey Hill Road, the eastern abutter and the wetlands for the 1-, 2-, 10- and 100-year storm frequencies for the pre- vs. post-development conditions. Single Family Residence February 22, 2021 176 Turkey Hill Road, Northampton, Massachusetts Stormwater Drainage Report The Berkshire Design Group, Inc. Page 8 VII. Stormwater Standards Compliance The following section details how the project will meet DEP Stormwater Management Policy requirements: Standard 1 - Untreated Stormwater Bio retention area BMP’s are proposed for this project. Stormwater runoff from all of the new bituminous pavement will be routed to one of these two BMP’s prior to discharge over the spillway from bio retention area #1 (BR1). The subsurface infiltration system (SIS) will receive runoff from the house and garage roofs only. No Erosion to Wetlands: A. Runoff to the wetlands from the proposed work will sheet flow through grass and woods at least 50’ at all locations: no erosion to wetlands. B. Runoff to the eastern abutter from the grass lined level spreader (LS1) will sheet flow through 65’ of woods prior to the eastern property line. B. Exhibit 8-24 of the MassHighway Project Development & Design Guide, 2006 Edition, lists permissible velocities for channels lined with grass. HydroCAD was used to analyze the discharge velocities from overflow spillway in bioretention area #1. (See Appendix A) Exhibit 8-24 lists the maximum permissible velocity for channels lined with grass as 2.5 fps. Table 2 below lists the calculated velocities at the overflow spillway: Point of Analysis 2yr Discharge Velocity (fps) 10yr Discharge Velocity (fps) 100yr Discharge Velocity (fps) Overflow Spillway 0.35 0.93 1.32 Table 2 – Discharge Velocities Standard 2 - Post-Development Peak Discharge Rates and Runoff Volume See Table 1 and the Summary above. Standard 3 - Recharge Required Recharge Volume: Rv = F x Impervious Area Existing driveway and roof area = 11,621 s.f. Proposed driveway and roof area = 15,593 s.f. Increase in Impervious Area = 3,972 s.f. Per MADEP Stormwater Handbook, F = 0.6in for HSG A soils. Rv = (0.6in)(1ft/12in)(3,972 s.f.) = 200 c.f. The recharge volume available in detention/infiltration basin #3 up to the overflow weir is approx. 1,000 c.f. Single Family Residence February 22, 2021 176 Turkey Hill Road, Northampton, Massachusetts Stormwater Drainage Report The Berkshire Design Group, Inc. Page 9 Standard 4 – Water Quality Water Quality Treatment Volume: VWQ = (DWQ/12in./ft.) x AIMP DWQ (Water Quality Depth): Infiltration Rate > 2.4 in./hr., use 1” For Bio retention area #1: AIMP = 4,738 s.f. VWQ = (1in./ 12in./ft.)(4,738 s.f.) = 395 c.f. For Bio retention area #2: AIMP = 4,600 s.f. VWQ = (1in./ 12in./ft.)(4,600 s.f.) = 385 c.f. Per the HydroCAD calculations, the volume in the surface of Bio retention area #1 is 775 c.f. The volume in the surface of Bio retention area #2 is 620 c.f. TSS Removal: TSS removal calculations are included in Appendix F. The Bio retention area #1 treatment train will remove 90% of TSS. The Bio retention area #2 treatment train will remove 90% of TSS. Standard 5 - Higher Potential Pollutant Loads The proposed site is not classified as a land use with higher pollutant loads. Standard 6 - Protection of Critical Areas The project site does not discharge to critical areas as defined in MA DEP Stormwater Policy Handbook. Standard 7 - Redevelopment Projects The project will be a mixture of New Development and Redevelopment. The New Development will be in the Subcatchment Areas P1F, P1G, P2A, P2B, P2C and P3 on the Post-Development Drainage Area Plan (DA-P). [See Figure 2]. The pre-development impervious area toward Turkey Hill Road will be 6,561 s.f. as taken from Subcatchment Area E1A on the Pre-Development Drainage Area Plan (DA-E). [See Figure 1]. The post-development impervious area toward Turkey Hill Road will be 4,727 s.f. as taken from Subcatchment Areas P1A through P1E on the DA-P plan. Therefore, the new development portion of the project will meet all of the Standards as set forth in the MADEP Stormwater Handbook. Standard 8 - Erosion/Sediment Control Erosion and sediment controls have been incorporated into the project design plans to (1) prevent erosion, (2) control sediments, and (3) stabilize exposed soils during construction and land disturbance. The contractor is required to complete a SWPPP prior to beginning construction in order to ensure that all erosion and sediment control measures are adequately implemented. (See Figures 5A & 5B) Single Family Residence February 22, 2021 176 Turkey Hill Road, Northampton, Massachusetts Stormwater Drainage Report The Berkshire Design Group, Inc. Page 10 Standard 9 - Operation/Maintenance Plan An Operation and Maintenance Plan for the proposed project is included in Appendix C. It includes general controls for construction and long term maintenance of the stormwater management system. Standard 10 – Prohibition of Illicit Discharges Standard 10 of the Massachusetts Stormwater Handbook prohibits illicit discharges to stormwater management systems. As stated in the handbook, “The stormwater management system is for conveying, treating, and infiltrating stormwater on-site, including stormwater best management practices and any pipes intended to transport stormwater to the groundwater, a surface water, or municipal separate storm sewer system. Illicit discharges to the stormwater management system are discharges that are not entirely comprised of stormwater.” Standard 10 also states that “The Illicit Discharge Compliance Statement must be accompanied by a site map that is drawn to scale and that identifies the location of any systems for conveying stormwater on the site and shows that these systems do not allow the entry of any illicit discharges into the stormwater management system. The site map shall identify the location of any systems for conveying wastewater and/or groundwater on the site and show that there are no connections between the stormwater and wastewater management systems and the location of any measures taken to prevent the entry of illicit discharges into the stormwater management system.” The site plans included with the Site Plan application and the Request for Determination of Applicability application displays the location of all of the stormwater management components on the project site and conforms to requirements of a “site map” to accompany the Illicit Discharge Compliance Statement. The Illicit Discharge Compliance Statement for the 176 Turkey Hill Road project is as follows: Illicit Discharge Compliance Statement Per the requirements of Standard 10 of the Massachusetts Stormwater Management Standards it shall be stated there will be No Illicit Discharges under the scope of this project, the 176 Turkey Hill Road Project. Single Family Residence February 22, 2021 176 Turkey Hill Road, Northampton, Massachusetts Stormwater Drainage Report The Berkshire Design Group, Inc. Appendix A – Pre- and Post Development Hydrologic Calculations E1A To Turkey Hill Road E1B To Basin #E1 E2 Toward Eastern Abutters E3 To Wetlands P1A Direct to Turkey Hill Road P1B To Turkey Hill Road Driveway P1C To Bio Retention Area #1 P1D To Basin #1P P1E To Basin #2P P1F To Basin #3P P1G To Bio Retention Area #2 P2A Toward Eastern Abutters - North P2B Toward Eastern Abutters - South P2C Roof Drainage to SIS P3 To Wetlands 1R Driveway Swale CPE1 Turkey Hill Road CPE2 Eastern Abutters CPE3 Wetlands CPP1 Turkey Hill Road CPP2 Eastern Abutters CPP3 Wetlands 1E Basin #E1 1P Basin #1 2P Basin #2 3P Basin #3 BR1 Bio Retention Area #1 BR2 Bio Retention Area #2 LS1 Level Spreader #1 SIS Subsurface Infiltration System Routing Diagram for 176 Turkey Hill Road 2.22.21 Prepared by Berkshire Design Group, Printed 2/23/2021 HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Subcat Reach Pond Link 176 Turkey Hill Road, Northampton Type III 24-hr 1-Year Rainfall=2.45"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 2HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Summary for Subcatchment E1A: To Turkey Hill Road [45] Hint: Runoff=Zero Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 1-Year Rainfall=2.45" Area (sf) CN Description 84,373 30 Woods, Good, HSG A 2,295 39 >75% Grass cover, Good, HSG A * 2,938 76 Riprap, HSG A 6,561 96 Gravel surface, HSG A 952 98 Roofs, HSG A 97,119 37 Weighted Average 96,167 99.02% Pervious Area 952 0.98% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 14.1 100 0.2500 0.12 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 1.6 66 0.0760 0.69 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 1.0 83 0.3250 1.43 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 0.2 62 0.1100 5.34 Shallow Concentrated Flow, Gravel Unpaved Kv= 16.1 fps 0.1 92 0.1100 14.97 149.67 Channel Flow, Driveway Swale Area= 10.0 sf Perim= 11.5' r= 0.87' n= 0.030 17.0 403 Total Summary for Subcatchment E1B: To Basin #E1 Runoff = 0.09 cfs @ 13.13 hrs, Volume= 0.042 af, Depth= 0.12" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 1-Year Rainfall=2.45" Area (sf) CN Description 52,493 30 Woods, Good, HSG A 122,243 70 Woods, Good, HSG C 1,562 39 >75% Grass cover, Good, HSG A 1,726 74 >75% Grass cover, Good, HSG C * 269 76 Riprap, HSG A * 2,304 72 Walking path, HSG A 180,597 58 Weighted Average 180,597 100.00% Pervious Area 176 Turkey Hill Road, Northampton Type III 24-hr 1-Year Rainfall=2.45"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 3HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.2 100 0.0800 0.08 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 19.0 946 0.1100 0.83 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 0.3 274 0.0700 14.07 319.45 Channel Flow, Drain Swale Area= 22.7 sf Perim= 20.4' r= 1.11' n= 0.030 Stream, clean & straight 41.5 1,320 Total Summary for Subcatchment E2: Toward Eastern Abutters [45] Hint: Runoff=Zero Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 1-Year Rainfall=2.45" Area (sf) CN Description 59,638 30 Woods, Good, HSG A 13,392 39 >75% Grass cover, Good, HSG A 286 98 Roofs, HSG A * 3,315 72 Walking path, HSG A 76,631 34 Weighted Average 76,345 99.63% Pervious Area 286 0.37% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.6 46 0.0300 0.17 Sheet Flow, Grass Grass: Short n= 0.150 P2= 3.00" 5.8 54 0.0600 0.16 Sheet Flow, Meadow Grass: Dense n= 0.240 P2= 3.00" 0.3 43 0.1300 2.52 Shallow Concentrated Flow, Meadow Short Grass Pasture Kv= 7.0 fps 1.6 103 0.1800 1.06 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 12.3 246 Total Summary for Subcatchment E3: To Wetlands Runoff = 0.03 cfs @ 13.18 hrs, Volume= 0.019 af, Depth= 0.10" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 1-Year Rainfall=2.45" 176 Turkey Hill Road, Northampton Type III 24-hr 1-Year Rainfall=2.45"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 4HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Area (sf) CN Description 23,724 30 Woods, Good, HSG A 53,456 70 Woods, Good, HSG C 11,920 39 >75% Grass cover, Good, HSG A 1,278 74 >75% Grass cover, Good, HSG C 575 98 Roofs, HSG A 3,370 96 Gravel surface, HSG A 94,323 57 Weighted Average 93,748 99.39% Pervious Area 575 0.61% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.2 100 0.0800 0.08 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 13.0 702 0.1300 0.90 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 35.2 802 Total Summary for Subcatchment P1A: Direct to Turkey Hill Road [45] Hint: Runoff=Zero Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 1-Year Rainfall=2.45" Area (sf) CN Description 15,523 30 Woods, Good, HSG A * 56 76 Spillway, HSG A 15,579 30 Weighted Average 15,579 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 11.8 100 0.3900 0.14 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 0.9 26 0.0385 0.49 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 1.5 83 0.1330 0.91 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 14.2 209 Total 176 Turkey Hill Road, Northampton Type III 24-hr 1-Year Rainfall=2.45"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 5HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Summary for Subcatchment P1B: To Turkey Hill Road Driveway [45] Hint: Runoff=Zero Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 1-Year Rainfall=2.45" Area (sf) CN Description 5,890 30 Woods, Good, HSG A 622 39 >75% Grass cover, Good, HSG A * 214 76 Riprap, HSG A 890 98 Paved parking, HSG A 7,616 40 Weighted Average 6,726 88.31% Pervious Area 890 11.69% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.1 100 0.3000 0.13 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 1.1 80 0.2300 1.20 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 0.2 16 0.3250 1.43 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 0.2 71 0.1100 6.73 Shallow Concentrated Flow, Driveway Paved Kv= 20.3 fps 0.0 26 0.1100 14.97 149.67 Channel Flow, Driveway Swale Area= 10.0 sf Perim= 11.5' r= 0.87' n= 0.030 14.6 293 Total Summary for Subcatchment P1C: To Bio Retention Area #1 [45] Hint: Runoff=Zero Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 1-Year Rainfall=2.45" Area (sf) CN Description 48,117 30 Woods, Good, HSG A 5,332 39 >75% Grass cover, Good, HSG A * 1,158 76 Riprap, HSG A 2,286 98 Paved parking, HSG A 334 98 Water Surface, HSG A 57,227 35 Weighted Average 54,607 95.42% Pervious Area 2,620 4.58% Impervious Area 176 Turkey Hill Road, Northampton Type III 24-hr 1-Year Rainfall=2.45"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 6HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 14.1 100 0.2500 0.12 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 1.4 66 0.0980 0.78 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 1.0 83 0.3250 1.43 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 0.2 62 0.1100 6.73 Shallow Concentrated Flow, Driveway Paved Kv= 20.3 fps 0.0 43 0.1100 14.97 149.67 Channel Flow, Driveway Swale Area= 10.0 sf Perim= 11.5' r= 0.87' n= 0.030 16.7 354 Total Summary for Subcatchment P1D: To Basin #1P Runoff = 0.00 cfs @ 22.25 hrs, Volume= 0.000 af, Depth= 0.01" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 1-Year Rainfall=2.45" Area (sf) CN Description 3,132 30 Woods, Good, HSG A 4,931 39 >75% Grass cover, Good, HSG A 68 74 >75% Grass cover, Good, HSG C * 457 76 Riprap, HSG A 1,551 98 Paved parking, HSG A 82 98 Water Surface, HSG A * 33 72 Walking path, HSG A 10,254 48 Weighted Average 8,621 84.07% Pervious Area 1,633 15.93% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 2.6 31 0.1500 0.20 Sheet Flow, Grass Grass: Dense n= 0.240 P2= 3.00" 7.1 52 0.3700 0.12 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 0.8 11 0.3300 0.22 Sheet Flow, Grass Grass: Dense n= 0.240 P2= 3.00" 10.5 94 Total 176 Turkey Hill Road, Northampton Type III 24-hr 1-Year Rainfall=2.45"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 7HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Summary for Subcatchment P1E: To Basin #2P Runoff = 0.08 cfs @ 13.13 hrs, Volume= 0.042 af, Depth= 0.12" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 1-Year Rainfall=2.45" Area (sf) CN Description 51,881 30 Woods, Good, HSG A 122,218 70 Woods, Good, HSG C 1,541 39 >75% Grass cover, Good, HSG A 1,726 74 >75% Grass cover, Good, HSG C 287 98 Water Surface, HSG A * 2,069 72 Walking path, HSG A 179,722 58 Weighted Average 179,435 99.84% Pervious Area 287 0.16% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.2 100 0.0800 0.08 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 19.0 946 0.1100 0.83 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 0.3 255 0.0820 15.23 345.75 Channel Flow, Drain Swale Area= 22.7 sf Perim= 20.4' r= 1.11' n= 0.030 Stream, clean & straight 41.5 1,301 Total Summary for Subcatchment P1F: To Basin #3P Runoff = 0.00 cfs @ 21.31 hrs, Volume= 0.000 af, Depth= 0.01" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 1-Year Rainfall=2.45" Area (sf) CN Description 7,803 39 >75% Grass cover, Good, HSG A 900 98 Paved parking, HSG A 593 98 Water Surface, HSG A 323 74 >75% Grass cover, Good, HSG C 9,619 49 Weighted Average 8,126 84.48% Pervious Area 1,493 15.52% Impervious Area 176 Turkey Hill Road, Northampton Type III 24-hr 1-Year Rainfall=2.45"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 8HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 19.4 100 0.0100 0.09 Sheet Flow, Grass Grass: Dense n= 0.240 P2= 3.00" 0.6 75 0.0200 2.12 Shallow Concentrated Flow, Grass Grassed Waterway Kv= 15.0 fps 0.0 11 0.5000 10.61 Shallow Concentrated Flow, Grass Grassed Waterway Kv= 15.0 fps 20.0 186 Total Summary for Subcatchment P1G: To Bio Retention Area #2 Runoff = 0.03 cfs @ 12.33 hrs, Volume= 0.006 af, Depth= 0.25" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 1-Year Rainfall=2.45" Area (sf) CN Description 6,844 39 >75% Grass cover, Good, HSG A 4,600 98 Paved parking, HSG A 502 98 Water Surface, HSG A 11,946 64 Weighted Average 6,844 57.29% Pervious Area 5,102 42.71% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 9.6 74 0.0320 0.13 Sheet Flow, Landscaping Grass: Dense n= 0.240 P2= 3.00" 0.3 20 0.0320 1.16 Sheet Flow, Paved Smooth surfaces n= 0.011 P2= 3.00" 9.9 94 Total Summary for Subcatchment P2A: Toward Eastern Abutters - North [45] Hint: Runoff=Zero Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 1-Year Rainfall=2.45" 176 Turkey Hill Road, Northampton Type III 24-hr 1-Year Rainfall=2.45"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 9HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Area (sf) CN Description 19,957 30 Woods, Good, HSG A 3,258 39 >75% Grass cover, Good, HSG A 123 98 Roofs, HSG A * 606 72 Walking path, HSG A 23,944 33 Weighted Average 23,821 99.49% Pervious Area 123 0.51% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.9 50 0.0500 0.14 Sheet Flow, Grass Grass: Dense n= 0.240 P2= 3.00" 12.7 50 0.0800 0.07 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 0.7 33 0.1000 0.79 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 19.3 133 Total Summary for Subcatchment P2B: Toward Eastern Abutters - South [45] Hint: Runoff=Zero Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 1-Year Rainfall=2.45" Area (sf) CN Description 23,974 30 Woods, Good, HSG A 16,400 39 >75% Grass cover, Good, HSG A * 175 76 Riprap, HSG A * 982 98 Deck, HSG A 41,531 35 Weighted Average 40,549 97.64% Pervious Area 982 2.36% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 18.3 100 0.1300 0.09 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 1.0 63 0.1800 1.06 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 19.3 163 Total 176 Turkey Hill Road, Northampton Type III 24-hr 1-Year Rainfall=2.45"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 10HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Summary for Subcatchment P2C: Roof Drainage to SIS Runoff = 0.23 cfs @ 12.17 hrs, Volume= 0.022 af, Depth= 2.22" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 1-Year Rainfall=2.45" Area (sf) CN Description 5,245 98 Roofs, HSG A 5,245 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.2 80 0.1875 0.10 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" Summary for Subcatchment P3: To Wetlands Runoff = 0.03 cfs @ 13.18 hrs, Volume= 0.017 af, Depth= 0.10" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 1-Year Rainfall=2.45" Area (sf) CN Description 20,538 30 Woods, Good, HSG A 53,456 70 Woods, Good, HSG C 11,069 39 >75% Grass cover, Good, HSG A 958 74 >75% Grass cover, Good, HSG C 86,021 57 Weighted Average 86,021 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.2 100 0.0800 0.08 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 13.0 702 0.1300 0.90 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 35.2 802 Total Summary for Reach 1R: Driveway Swale Inflow Area = 4.146 ac, 0.00% Impervious, Inflow Depth = 0.11" for 1-Year event Inflow = 0.08 cfs @ 13.13 hrs, Volume= 0.039 af Outflow = 0.08 cfs @ 13.15 hrs, Volume= 0.039 af, Atten= 0%, Lag= 1.4 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Max. Velocity= 1.44 fps, Min. Travel Time= 3.7 min Avg. Velocity = 1.07 fps, Avg. Travel Time= 5.0 min 176 Turkey Hill Road, Northampton Type III 24-hr 1-Year Rainfall=2.45"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 11HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Peak Storage= 18 cf @ 13.15 hrs Average Depth at Peak Storage= 0.03' Bank-Full Depth= 1.33' Flow Area= 7.1 sf, Capacity= 96.19 cfs 2.00' x 1.33' deep channel, n= 0.030 Earth, grassed & winding Side Slope Z-value= 3.0 2.0 '/' Top Width= 8.65' Length= 320.0' Slope= 0.1062 '/' Inlet Invert= 445.00', Outlet Invert= 411.00' Summary for Reach CPE1: Turkey Hill Road [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 6.375 ac, 0.34% Impervious, Inflow Depth = 0.07" for 1-Year event Inflow = 0.08 cfs @ 13.15 hrs, Volume= 0.039 af Outflow = 0.08 cfs @ 13.15 hrs, Volume= 0.039 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Summary for Reach CPE2: Eastern Abutters [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.759 ac, 0.37% Impervious, Inflow Depth = 0.00" for 1-Year event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Summary for Reach CPE3: Wetlands [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 2.165 ac, 0.61% Impervious, Inflow Depth = 0.10" for 1-Year event Inflow = 0.03 cfs @ 13.18 hrs, Volume= 0.019 af Outflow = 0.03 cfs @ 13.18 hrs, Volume= 0.019 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 176 Turkey Hill Road, Northampton Type III 24-hr 1-Year Rainfall=2.45"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 12HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Summary for Reach CPP1: Turkey Hill Road [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 6.703 ac, 4.12% Impervious, Inflow Depth = 0.00" for 1-Year event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Summary for Reach CPP2: Eastern Abutters [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.624 ac, 8.98% Impervious, Inflow Depth = 0.00" for 1-Year event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Summary for Reach CPP3: Wetlands [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.975 ac, 0.00% Impervious, Inflow Depth = 0.10" for 1-Year event Inflow = 0.03 cfs @ 13.18 hrs, Volume= 0.017 af Outflow = 0.03 cfs @ 13.18 hrs, Volume= 0.017 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Summary for Pond 1E: Basin #E1 [87] Warning: Oscillations may require smaller dt or Finer Routing (severity=29) Inflow Area = 4.146 ac, 0.00% Impervious, Inflow Depth = 0.12" for 1-Year event Inflow = 0.09 cfs @ 13.13 hrs, Volume= 0.042 af Outflow = 0.09 cfs @ 13.13 hrs, Volume= 0.042 af, Atten= 0%, Lag= 0.0 min Discarded = 0.00 cfs @ 13.13 hrs, Volume= 0.003 af Primary = 0.08 cfs @ 13.13 hrs, Volume= 0.039 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 448.30' @ 13.13 hrs Surf.Area= 17 sf Storage= 2 cf Plug-Flow detention time= 0.6 min calculated for 0.042 af (100% of inflow) Center-of-Mass det. time= 0.6 min ( 1,025.4 - 1,024.8 ) Volume Invert Avail.Storage Storage Description #1 448.15' 96 cf Custom Stage Data (Irregular) Listed below (Recalc) 176 Turkey Hill Road, Northampton Type III 24-hr 1-Year Rainfall=2.45"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 13HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 448.15 16 16.0 0 0 16 450.00 23 24.0 36 36 61 450.50 56 35.0 19 55 115 451.00 112 53.0 41 96 243 Device Routing Invert Outlet Devices #1 Primary 448.15'12.0" Round Culvert L= 31.0' CMP, mitered to conform to fill, Ke= 0.700 Inlet / Outlet Invert= 448.15' / 445.47' S= 0.0865 '/' Cc= 0.900 n= 0.012, Flow Area= 0.79 sf #2 Primary 450.50'6.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 #3 Discarded 448.15'8.410 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 0.00' Discarded OutFlow Max=0.00 cfs @ 13.13 hrs HW=448.30' (Free Discharge) 3=Exfiltration ( Controls 0.00 cfs) Primary OutFlow Max=0.08 cfs @ 13.13 hrs HW=448.30' TW=445.03' (Dynamic Tailwater) 1=Culvert (Inlet Controls 0.08 cfs @ 1.15 fps) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Summary for Pond 1P: Basin #1 Inflow Area = 4.856 ac, 4.03% Impervious, Inflow Depth = 0.10" for 1-Year event Inflow = 0.08 cfs @ 13.13 hrs, Volume= 0.042 af Outflow = 0.08 cfs @ 13.13 hrs, Volume= 0.042 af, Atten= 0%, Lag= 0.0 min Discarded = 0.02 cfs @ 13.13 hrs, Volume= 0.017 af Primary = 0.07 cfs @ 13.13 hrs, Volume= 0.025 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 442.03' @ 13.13 hrs Surf.Area= 85 sf Storage= 54 cf Plug-Flow detention time= 21.7 min calculated for 0.042 af (100% of inflow) Center-of-Mass det. time= 21.7 min ( 1,047.2 - 1,025.5 ) Volume Invert Avail.Storage Storage Description #1 441.00' 105 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 441.00 26 22.0 0 0 26 442.00 82 37.0 51 51 102 442.50 133 46.0 53 105 165 176 Turkey Hill Road, Northampton Type III 24-hr 1-Year Rainfall=2.45"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 14HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Device Routing Invert Outlet Devices #1 Primary 442.00'6.0' long x 3.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 Coef. (English) 2.44 2.58 2.68 2.67 2.65 2.64 2.64 2.68 2.68 2.72 2.81 2.92 2.97 3.07 3.32 #2 Discarded 441.00'8.270 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 0.00' Discarded OutFlow Max=0.02 cfs @ 13.13 hrs HW=442.03' (Free Discharge) 2=Exfiltration ( Controls 0.02 cfs) Primary OutFlow Max=0.07 cfs @ 13.13 hrs HW=442.03' TW=412.61' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir (Weir Controls 0.07 cfs @ 0.41 fps) Summary for Pond 2P: Basin #2 Inflow Area = 4.126 ac, 0.16% Impervious, Inflow Depth = 0.12" for 1-Year event Inflow = 0.08 cfs @ 13.13 hrs, Volume= 0.042 af Outflow = 0.08 cfs @ 13.13 hrs, Volume= 0.042 af, Atten= 0%, Lag= 0.0 min Discarded = 0.00 cfs @ 13.13 hrs, Volume= 0.000 af Primary = 0.08 cfs @ 13.13 hrs, Volume= 0.042 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 450.00' @ 0.00 hrs Surf.Area= 23 sf Storage= 0 cf Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 0.0 min ( 1,024.8 - 1,024.8 ) Volume Invert Avail.Storage Storage Description #1 450.00' 245 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 450.00 23 24.0 0 0 23 451.00 108 50.0 60 60 181 452.00 273 72.0 184 245 403 Device Routing Invert Outlet Devices #1 Primary 446.50'10.0" Round Culvert L= 40.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 446.50' / 444.00' S= 0.0625 '/' Cc= 0.900 n= 0.012, Flow Area= 0.55 sf #2 Discarded 450.00'8.270 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation = 0.00' 176 Turkey Hill Road, Northampton Type III 24-hr 1-Year Rainfall=2.45"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 15HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Discarded OutFlow Max=0.00 cfs @ 13.13 hrs HW=450.00' (Free Discharge) 2=Exfiltration (Passes 0.00 cfs of 0.00 cfs potential flow) Primary OutFlow Max=0.00 cfs @ 13.13 hrs HW=450.00' TW=442.03' (Dynamic Tailwater) 1=Culvert (Passes 0.00 cfs of 4.61 cfs potential flow) Summary for Pond 3P: Basin #3 Inflow Area = 0.495 ac, 30.58% Impervious, Inflow Depth = 0.01" for 1-Year event Inflow = 0.00 cfs @ 21.31 hrs, Volume= 0.000 af Outflow = 0.00 cfs @ 21.32 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.5 min Discarded = 0.00 cfs @ 21.32 hrs, Volume= 0.000 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 456.00' @ 21.32 hrs Surf.Area= 156 sf Storage= 0 cf Plug-Flow detention time= 0.9 min calculated for 0.000 af (100% of inflow) Center-of-Mass det. time= 0.9 min ( 1,208.3 - 1,207.4 ) Volume Invert Avail.Storage Storage Description #1 456.00' 1,441 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 456.00 156 58.0 0 0 156 457.00 343 87.0 243 243 498 458.00 593 107.0 462 706 822 459.00 887 126.0 735 1,441 1,193 Device Routing Invert Outlet Devices #1 Primary 458.50'6.0' long x 3.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 Coef. (English) 2.44 2.58 2.68 2.67 2.65 2.64 2.64 2.68 2.68 2.72 2.81 2.92 2.97 3.07 3.32 #2 Discarded 456.00'8.270 in/hr Exfiltration over Surface area Phase-In= 0.01' Discarded OutFlow Max=0.00 cfs @ 21.32 hrs HW=456.00' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.00 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=456.00' TW=441.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) 176 Turkey Hill Road, Northampton Type III 24-hr 1-Year Rainfall=2.45"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 16HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Summary for Pond BR1: Bio Retention Area #1 Inflow Area = 6.170 ac, 4.14% Impervious, Inflow Depth = 0.05" for 1-Year event Inflow = 0.07 cfs @ 13.13 hrs, Volume= 0.025 af Outflow = 0.05 cfs @ 14.41 hrs, Volume= 0.025 af, Atten= 21%, Lag= 77.1 min Discarded = 0.05 cfs @ 14.41 hrs, Volume= 0.025 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 413.05' @ 14.41 hrs Surf.Area= 161 sf Storage= 97 cf Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 22.3 min ( 1,000.9 - 978.6 ) Volume Invert Avail.Storage Storage Description #1 412.00' 775 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 412.00 38 31.0 0 0 38 413.00 154 62.0 89 89 272 414.00 334 83.0 238 328 525 415.00 571 101.0 447 775 804 Device Routing Invert Outlet Devices #1 Primary 414.50'12.0' long x 3.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 Coef. (English) 2.44 2.58 2.68 2.67 2.65 2.64 2.64 2.68 2.68 2.72 2.81 2.92 2.97 3.07 3.32 #2 Discarded 412.00'8.270 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation = 0.00' Discarded OutFlow Max=0.05 cfs @ 14.41 hrs HW=413.05' (Free Discharge) 2=Exfiltration ( Controls 0.05 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=412.00' TW=0.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Summary for Pond BR2: Bio Retention Area #2 Inflow Area = 0.274 ac, 42.71% Impervious, Inflow Depth = 0.25" for 1-Year event Inflow = 0.03 cfs @ 12.33 hrs, Volume= 0.006 af Outflow = 0.03 cfs @ 12.47 hrs, Volume= 0.006 af, Atten= 13%, Lag= 8.3 min Discarded = 0.03 cfs @ 12.47 hrs, Volume= 0.006 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 176 Turkey Hill Road, Northampton Type III 24-hr 1-Year Rainfall=2.45"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 17HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Peak Elev= 460.03' @ 12.47 hrs Surf.Area= 152 sf Storage= 5 cf Plug-Flow detention time= 1.1 min calculated for 0.006 af (100% of inflow) Center-of-Mass det. time= 1.1 min ( 939.9 - 938.8 ) Volume Invert Avail.Storage Storage Description #1 460.00' 1,263 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 460.00 148 66.0 0 0 148 461.00 304 89.0 221 221 442 462.00 502 111.0 399 620 806 463.00 795 135.0 643 1,263 1,292 Device Routing Invert Outlet Devices #1 Primary 462.50'6.0' long x 3.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 Coef. (English) 2.44 2.58 2.68 2.67 2.65 2.64 2.64 2.68 2.68 2.72 2.81 2.92 2.97 3.07 3.32 #2 Discarded 460.00'8.270 in/hr Exfiltration over Surface area Phase-In= 0.01' Discarded OutFlow Max=0.03 cfs @ 12.47 hrs HW=460.03' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=460.00' TW=456.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Summary for Pond LS1: Level Spreader #1 Inflow Area = 0.120 ac,100.00% Impervious, Inflow Depth = 0.00" for 1-Year event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min Discarded = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 441.00' @ 0.00 hrs Surf.Area= 74 sf Storage= 0 cf Plug-Flow detention time= (not calculated: initial storage exceeds outflow) Center-of-Mass det. time= (not calculated: no inflow) Volume Invert Avail.Storage Storage Description #1 441.00' 222 cf Custom Stage Data (Irregular) Listed below (Recalc) 176 Turkey Hill Road, Northampton Type III 24-hr 1-Year Rainfall=2.45"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 18HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 441.00 74 43.0 0 0 74 442.00 174 56.0 120 120 188 442.50 233 62.0 101 222 251 Device Routing Invert Outlet Devices #1 Primary 442.00'15.0' long x 2.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 Coef. (English) 2.54 2.61 2.61 2.60 2.66 2.70 2.77 2.89 2.88 2.85 3.07 3.20 3.32 #2 Discarded 441.00'8.270 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 0.00' Discarded OutFlow Max=0.00 cfs @ 0.00 hrs HW=441.00' (Free Discharge) 2=Exfiltration (Passes 0.00 cfs of 0.01 cfs potential flow) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=441.00' TW=0.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Summary for Pond SIS: Subsurface Infiltration System Inflow Area = 0.120 ac,100.00% Impervious, Inflow Depth = 2.22" for 1-Year event Inflow = 0.23 cfs @ 12.17 hrs, Volume= 0.022 af Outflow = 0.09 cfs @ 12.51 hrs, Volume= 0.022 af, Atten= 61%, Lag= 20.0 min Discarded = 0.09 cfs @ 12.51 hrs, Volume= 0.022 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 452.07' @ 12.51 hrs Surf.Area= 296 sf Storage= 168 cf Plug-Flow detention time= 9.7 min calculated for 0.022 af (100% of inflow) Center-of-Mass det. time= 9.7 min ( 778.8 - 769.1 ) Volume Invert Avail.Storage Storage Description #1 451.00' 270 cf 4.00'W x 74.00'L x 4.00'H Prismatoid 1,184 cf Overall - 509 cf Embedded = 675 cf x 40.0% Voids #2 451.50' 509 cf 36.0" Round Pipe Storage Inside #1 L= 72.0' 779 cf Total Available Storage Device Routing Invert Outlet Devices #1 Primary 453.75'12.0" Round Culvert L= 75.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 453.75' / 453.00' S= 0.0100 '/' Cc= 0.900 n= 0.012, Flow Area= 0.79 sf #2 Discarded 451.00'8.270 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation = 0.00' Phase-In= 0.01' 176 Turkey Hill Road, Northampton Type III 24-hr 1-Year Rainfall=2.45"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 19HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Discarded OutFlow Max=0.09 cfs @ 12.51 hrs HW=452.07' (Free Discharge) 2=Exfiltration ( Controls 0.09 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=451.00' TW=441.00' (Dynamic Tailwater) 1=Culvert ( Controls 0.00 cfs) 176 Turkey Hill Road, Northampton Type III 24-hr 2-Year Rainfall=3.00"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 20HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Summary for Subcatchment E1A: To Turkey Hill Road [45] Hint: Runoff=Zero Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2-Year Rainfall=3.00" Area (sf) CN Description 84,373 30 Woods, Good, HSG A 2,295 39 >75% Grass cover, Good, HSG A * 2,938 76 Riprap, HSG A 6,561 96 Gravel surface, HSG A 952 98 Roofs, HSG A 97,119 37 Weighted Average 96,167 99.02% Pervious Area 952 0.98% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 14.1 100 0.2500 0.12 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 1.6 66 0.0760 0.69 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 1.0 83 0.3250 1.43 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 0.2 62 0.1100 5.34 Shallow Concentrated Flow, Gravel Unpaved Kv= 16.1 fps 0.1 92 0.1100 14.97 149.67 Channel Flow, Driveway Swale Area= 10.0 sf Perim= 11.5' r= 0.87' n= 0.030 17.0 403 Total Summary for Subcatchment E1B: To Basin #E1 Runoff = 0.33 cfs @ 12.82 hrs, Volume= 0.095 af, Depth= 0.27" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2-Year Rainfall=3.00" Area (sf) CN Description 52,493 30 Woods, Good, HSG A 122,243 70 Woods, Good, HSG C 1,562 39 >75% Grass cover, Good, HSG A 1,726 74 >75% Grass cover, Good, HSG C * 269 76 Riprap, HSG A * 2,304 72 Walking path, HSG A 180,597 58 Weighted Average 180,597 100.00% Pervious Area 176 Turkey Hill Road, Northampton Type III 24-hr 2-Year Rainfall=3.00"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 21HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.2 100 0.0800 0.08 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 19.0 946 0.1100 0.83 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 0.3 274 0.0700 14.07 319.45 Channel Flow, Drain Swale Area= 22.7 sf Perim= 20.4' r= 1.11' n= 0.030 Stream, clean & straight 41.5 1,320 Total Summary for Subcatchment E2: Toward Eastern Abutters [45] Hint: Runoff=Zero Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2-Year Rainfall=3.00" Area (sf) CN Description 59,638 30 Woods, Good, HSG A 13,392 39 >75% Grass cover, Good, HSG A 286 98 Roofs, HSG A * 3,315 72 Walking path, HSG A 76,631 34 Weighted Average 76,345 99.63% Pervious Area 286 0.37% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.6 46 0.0300 0.17 Sheet Flow, Grass Grass: Short n= 0.150 P2= 3.00" 5.8 54 0.0600 0.16 Sheet Flow, Meadow Grass: Dense n= 0.240 P2= 3.00" 0.3 43 0.1300 2.52 Shallow Concentrated Flow, Meadow Short Grass Pasture Kv= 7.0 fps 1.6 103 0.1800 1.06 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 12.3 246 Total Summary for Subcatchment E3: To Wetlands Runoff = 0.16 cfs @ 12.75 hrs, Volume= 0.044 af, Depth= 0.25" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2-Year Rainfall=3.00" 176 Turkey Hill Road, Northampton Type III 24-hr 2-Year Rainfall=3.00"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 22HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Area (sf) CN Description 23,724 30 Woods, Good, HSG A 53,456 70 Woods, Good, HSG C 11,920 39 >75% Grass cover, Good, HSG A 1,278 74 >75% Grass cover, Good, HSG C 575 98 Roofs, HSG A 3,370 96 Gravel surface, HSG A 94,323 57 Weighted Average 93,748 99.39% Pervious Area 575 0.61% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.2 100 0.0800 0.08 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 13.0 702 0.1300 0.90 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 35.2 802 Total Summary for Subcatchment P1A: Direct to Turkey Hill Road [45] Hint: Runoff=Zero Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2-Year Rainfall=3.00" Area (sf) CN Description 15,523 30 Woods, Good, HSG A * 56 76 Spillway, HSG A 15,579 30 Weighted Average 15,579 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 11.8 100 0.3900 0.14 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 0.9 26 0.0385 0.49 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 1.5 83 0.1330 0.91 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 14.2 209 Total 176 Turkey Hill Road, Northampton Type III 24-hr 2-Year Rainfall=3.00"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 23HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Summary for Subcatchment P1B: To Turkey Hill Road Driveway [45] Hint: Runoff=Zero Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2-Year Rainfall=3.00" Area (sf) CN Description 5,890 30 Woods, Good, HSG A 622 39 >75% Grass cover, Good, HSG A * 214 76 Riprap, HSG A 890 98 Paved parking, HSG A 7,616 40 Weighted Average 6,726 88.31% Pervious Area 890 11.69% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.1 100 0.3000 0.13 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 1.1 80 0.2300 1.20 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 0.2 16 0.3250 1.43 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 0.2 71 0.1100 6.73 Shallow Concentrated Flow, Driveway Paved Kv= 20.3 fps 0.0 26 0.1100 14.97 149.67 Channel Flow, Driveway Swale Area= 10.0 sf Perim= 11.5' r= 0.87' n= 0.030 14.6 293 Total Summary for Subcatchment P1C: To Bio Retention Area #1 [45] Hint: Runoff=Zero Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2-Year Rainfall=3.00" Area (sf) CN Description 48,117 30 Woods, Good, HSG A 5,332 39 >75% Grass cover, Good, HSG A * 1,158 76 Riprap, HSG A 2,286 98 Paved parking, HSG A 334 98 Water Surface, HSG A 57,227 35 Weighted Average 54,607 95.42% Pervious Area 2,620 4.58% Impervious Area 176 Turkey Hill Road, Northampton Type III 24-hr 2-Year Rainfall=3.00"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 24HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 14.1 100 0.2500 0.12 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 1.4 66 0.0980 0.78 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 1.0 83 0.3250 1.43 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 0.2 62 0.1100 6.73 Shallow Concentrated Flow, Driveway Paved Kv= 20.3 fps 0.0 43 0.1100 14.97 149.67 Channel Flow, Driveway Swale Area= 10.0 sf Perim= 11.5' r= 0.87' n= 0.030 16.7 354 Total Summary for Subcatchment P1D: To Basin #1P Runoff = 0.00 cfs @ 15.04 hrs, Volume= 0.001 af, Depth= 0.06" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2-Year Rainfall=3.00" Area (sf) CN Description 3,132 30 Woods, Good, HSG A 4,931 39 >75% Grass cover, Good, HSG A 68 74 >75% Grass cover, Good, HSG C * 457 76 Riprap, HSG A 1,551 98 Paved parking, HSG A 82 98 Water Surface, HSG A * 33 72 Walking path, HSG A 10,254 48 Weighted Average 8,621 84.07% Pervious Area 1,633 15.93% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 2.6 31 0.1500 0.20 Sheet Flow, Grass Grass: Dense n= 0.240 P2= 3.00" 7.1 52 0.3700 0.12 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 0.8 11 0.3300 0.22 Sheet Flow, Grass Grass: Dense n= 0.240 P2= 3.00" 10.5 94 Total 176 Turkey Hill Road, Northampton Type III 24-hr 2-Year Rainfall=3.00"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 25HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Summary for Subcatchment P1E: To Basin #2P Runoff = 0.33 cfs @ 12.82 hrs, Volume= 0.094 af, Depth= 0.27" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2-Year Rainfall=3.00" Area (sf) CN Description 51,881 30 Woods, Good, HSG A 122,218 70 Woods, Good, HSG C 1,541 39 >75% Grass cover, Good, HSG A 1,726 74 >75% Grass cover, Good, HSG C 287 98 Water Surface, HSG A * 2,069 72 Walking path, HSG A 179,722 58 Weighted Average 179,435 99.84% Pervious Area 287 0.16% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.2 100 0.0800 0.08 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 19.0 946 0.1100 0.83 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 0.3 255 0.0820 15.23 345.75 Channel Flow, Drain Swale Area= 22.7 sf Perim= 20.4' r= 1.11' n= 0.030 Stream, clean & straight 41.5 1,301 Total Summary for Subcatchment P1F: To Basin #3P Runoff = 0.00 cfs @ 14.91 hrs, Volume= 0.001 af, Depth= 0.07" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2-Year Rainfall=3.00" Area (sf) CN Description 7,803 39 >75% Grass cover, Good, HSG A 900 98 Paved parking, HSG A 593 98 Water Surface, HSG A 323 74 >75% Grass cover, Good, HSG C 9,619 49 Weighted Average 8,126 84.48% Pervious Area 1,493 15.52% Impervious Area 176 Turkey Hill Road, Northampton Type III 24-hr 2-Year Rainfall=3.00"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 26HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 19.4 100 0.0100 0.09 Sheet Flow, Grass Grass: Dense n= 0.240 P2= 3.00" 0.6 75 0.0200 2.12 Shallow Concentrated Flow, Grass Grassed Waterway Kv= 15.0 fps 0.0 11 0.5000 10.61 Shallow Concentrated Flow, Grass Grassed Waterway Kv= 15.0 fps 20.0 186 Total Summary for Subcatchment P1G: To Bio Retention Area #2 Runoff = 0.09 cfs @ 12.18 hrs, Volume= 0.011 af, Depth= 0.47" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2-Year Rainfall=3.00" Area (sf) CN Description 6,844 39 >75% Grass cover, Good, HSG A 4,600 98 Paved parking, HSG A 502 98 Water Surface, HSG A 11,946 64 Weighted Average 6,844 57.29% Pervious Area 5,102 42.71% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 9.6 74 0.0320 0.13 Sheet Flow, Landscaping Grass: Dense n= 0.240 P2= 3.00" 0.3 20 0.0320 1.16 Sheet Flow, Paved Smooth surfaces n= 0.011 P2= 3.00" 9.9 94 Total Summary for Subcatchment P2A: Toward Eastern Abutters - North [45] Hint: Runoff=Zero Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2-Year Rainfall=3.00" 176 Turkey Hill Road, Northampton Type III 24-hr 2-Year Rainfall=3.00"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 27HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Area (sf) CN Description 19,957 30 Woods, Good, HSG A 3,258 39 >75% Grass cover, Good, HSG A 123 98 Roofs, HSG A * 606 72 Walking path, HSG A 23,944 33 Weighted Average 23,821 99.49% Pervious Area 123 0.51% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.9 50 0.0500 0.14 Sheet Flow, Grass Grass: Dense n= 0.240 P2= 3.00" 12.7 50 0.0800 0.07 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 0.7 33 0.1000 0.79 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 19.3 133 Total Summary for Subcatchment P2B: Toward Eastern Abutters - South [45] Hint: Runoff=Zero Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2-Year Rainfall=3.00" Area (sf) CN Description 23,974 30 Woods, Good, HSG A 16,400 39 >75% Grass cover, Good, HSG A * 175 76 Riprap, HSG A * 982 98 Deck, HSG A 41,531 35 Weighted Average 40,549 97.64% Pervious Area 982 2.36% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 18.3 100 0.1300 0.09 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 1.0 63 0.1800 1.06 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 19.3 163 Total 176 Turkey Hill Road, Northampton Type III 24-hr 2-Year Rainfall=3.00"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 28HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Summary for Subcatchment P2C: Roof Drainage to SIS Runoff = 0.28 cfs @ 12.17 hrs, Volume= 0.028 af, Depth= 2.77" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2-Year Rainfall=3.00" Area (sf) CN Description 5,245 98 Roofs, HSG A 5,245 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.2 80 0.1875 0.10 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" Summary for Subcatchment P3: To Wetlands Runoff = 0.14 cfs @ 12.75 hrs, Volume= 0.041 af, Depth= 0.25" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2-Year Rainfall=3.00" Area (sf) CN Description 20,538 30 Woods, Good, HSG A 53,456 70 Woods, Good, HSG C 11,069 39 >75% Grass cover, Good, HSG A 958 74 >75% Grass cover, Good, HSG C 86,021 57 Weighted Average 86,021 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.2 100 0.0800 0.08 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 13.0 702 0.1300 0.90 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 35.2 802 Total Summary for Reach 1R: Driveway Swale Inflow Area = 4.146 ac, 0.00% Impervious, Inflow Depth = 0.26" for 2-Year event Inflow = 0.33 cfs @ 12.82 hrs, Volume= 0.091 af Outflow = 0.33 cfs @ 12.85 hrs, Volume= 0.091 af, Atten= 0%, Lag= 1.8 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Max. Velocity= 2.43 fps, Min. Travel Time= 2.2 min Avg. Velocity = 1.39 fps, Avg. Travel Time= 3.8 min 176 Turkey Hill Road, Northampton Type III 24-hr 2-Year Rainfall=3.00"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 29HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Peak Storage= 43 cf @ 12.85 hrs Average Depth at Peak Storage= 0.06' Bank-Full Depth= 1.33' Flow Area= 7.1 sf, Capacity= 96.19 cfs 2.00' x 1.33' deep channel, n= 0.030 Earth, grassed & winding Side Slope Z-value= 3.0 2.0 '/' Top Width= 8.65' Length= 320.0' Slope= 0.1062 '/' Inlet Invert= 445.00', Outlet Invert= 411.00' Summary for Reach CPE1: Turkey Hill Road [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 6.375 ac, 0.34% Impervious, Inflow Depth = 0.17" for 2-Year event Inflow = 0.33 cfs @ 12.85 hrs, Volume= 0.091 af Outflow = 0.33 cfs @ 12.85 hrs, Volume= 0.091 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Summary for Reach CPE2: Eastern Abutters [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.759 ac, 0.37% Impervious, Inflow Depth = 0.00" for 2-Year event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Summary for Reach CPE3: Wetlands [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 2.165 ac, 0.61% Impervious, Inflow Depth = 0.25" for 2-Year event Inflow = 0.16 cfs @ 12.75 hrs, Volume= 0.044 af Outflow = 0.16 cfs @ 12.75 hrs, Volume= 0.044 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 176 Turkey Hill Road, Northampton Type III 24-hr 2-Year Rainfall=3.00"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 30HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Summary for Reach CPP1: Turkey Hill Road [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 6.703 ac, 4.12% Impervious, Inflow Depth = 0.01" for 2-Year event Inflow = 0.09 cfs @ 13.35 hrs, Volume= 0.004 af Outflow = 0.09 cfs @ 13.35 hrs, Volume= 0.004 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Summary for Reach CPP2: Eastern Abutters [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.624 ac, 8.98% Impervious, Inflow Depth = 0.00" for 2-Year event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Summary for Reach CPP3: Wetlands [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.975 ac, 0.00% Impervious, Inflow Depth = 0.25" for 2-Year event Inflow = 0.14 cfs @ 12.75 hrs, Volume= 0.041 af Outflow = 0.14 cfs @ 12.75 hrs, Volume= 0.041 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Summary for Pond 1E: Basin #E1 Inflow Area = 4.146 ac, 0.00% Impervious, Inflow Depth = 0.27" for 2-Year event Inflow = 0.33 cfs @ 12.82 hrs, Volume= 0.095 af Outflow = 0.33 cfs @ 12.82 hrs, Volume= 0.095 af, Atten= 0%, Lag= 0.1 min Discarded = 0.00 cfs @ 12.82 hrs, Volume= 0.004 af Primary = 0.33 cfs @ 12.82 hrs, Volume= 0.091 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 448.45' @ 12.82 hrs Surf.Area= 17 sf Storage= 5 cf Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 0.4 min ( 977.4 - 976.9 ) Volume Invert Avail.Storage Storage Description #1 448.15' 96 cf Custom Stage Data (Irregular) Listed below (Recalc) 176 Turkey Hill Road, Northampton Type III 24-hr 2-Year Rainfall=3.00"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 31HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 448.15 16 16.0 0 0 16 450.00 23 24.0 36 36 61 450.50 56 35.0 19 55 115 451.00 112 53.0 41 96 243 Device Routing Invert Outlet Devices #1 Primary 448.15'12.0" Round Culvert L= 31.0' CMP, mitered to conform to fill, Ke= 0.700 Inlet / Outlet Invert= 448.15' / 445.47' S= 0.0865 '/' Cc= 0.900 n= 0.012, Flow Area= 0.79 sf #2 Primary 450.50'6.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 #3 Discarded 448.15'8.410 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 0.00' Discarded OutFlow Max=0.00 cfs @ 12.82 hrs HW=448.45' (Free Discharge) 3=Exfiltration ( Controls 0.00 cfs) Primary OutFlow Max=0.33 cfs @ 12.82 hrs HW=448.45' TW=445.06' (Dynamic Tailwater) 1=Culvert (Inlet Controls 0.33 cfs @ 1.65 fps) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Summary for Pond 1P: Basin #1 Inflow Area = 4.856 ac, 4.03% Impervious, Inflow Depth = 0.24" for 2-Year event Inflow = 0.33 cfs @ 12.82 hrs, Volume= 0.095 af Outflow = 0.33 cfs @ 12.83 hrs, Volume= 0.095 af, Atten= 0%, Lag= 0.3 min Discarded = 0.02 cfs @ 12.83 hrs, Volume= 0.018 af Primary = 0.31 cfs @ 12.83 hrs, Volume= 0.077 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 442.08' @ 12.83 hrs Surf.Area= 89 sf Storage= 58 cf Plug-Flow detention time= 10.1 min calculated for 0.095 af (100% of inflow) Center-of-Mass det. time= 10.2 min ( 988.3 - 978.2 ) Volume Invert Avail.Storage Storage Description #1 441.00' 105 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 441.00 26 22.0 0 0 26 442.00 82 37.0 51 51 102 442.50 133 46.0 53 105 165 176 Turkey Hill Road, Northampton Type III 24-hr 2-Year Rainfall=3.00"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 32HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Device Routing Invert Outlet Devices #1 Primary 442.00'6.0' long x 3.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 Coef. (English) 2.44 2.58 2.68 2.67 2.65 2.64 2.64 2.68 2.68 2.72 2.81 2.92 2.97 3.07 3.32 #2 Discarded 441.00'8.270 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 0.00' Discarded OutFlow Max=0.02 cfs @ 12.83 hrs HW=442.08' (Free Discharge) 2=Exfiltration ( Controls 0.02 cfs) Primary OutFlow Max=0.31 cfs @ 12.83 hrs HW=442.08' TW=413.77' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir (Weir Controls 0.31 cfs @ 0.68 fps) Summary for Pond 2P: Basin #2 Inflow Area = 4.126 ac, 0.16% Impervious, Inflow Depth = 0.27" for 2-Year event Inflow = 0.33 cfs @ 12.82 hrs, Volume= 0.094 af Outflow = 0.33 cfs @ 12.82 hrs, Volume= 0.094 af, Atten= 0%, Lag= 0.0 min Discarded = 0.00 cfs @ 12.82 hrs, Volume= 0.000 af Primary = 0.33 cfs @ 12.82 hrs, Volume= 0.094 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 450.00' @ 0.00 hrs Surf.Area= 23 sf Storage= 0 cf Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= 0.0 min ( 976.9 - 976.9 ) Volume Invert Avail.Storage Storage Description #1 450.00' 245 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 450.00 23 24.0 0 0 23 451.00 108 50.0 60 60 181 452.00 273 72.0 184 245 403 Device Routing Invert Outlet Devices #1 Primary 446.50'10.0" Round Culvert L= 40.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 446.50' / 444.00' S= 0.0625 '/' Cc= 0.900 n= 0.012, Flow Area= 0.55 sf #2 Discarded 450.00'8.270 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation = 0.00' 176 Turkey Hill Road, Northampton Type III 24-hr 2-Year Rainfall=3.00"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 33HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Discarded OutFlow Max=0.00 cfs @ 12.82 hrs HW=450.00' (Free Discharge) 2=Exfiltration (Passes 0.00 cfs of 0.00 cfs potential flow) Primary OutFlow Max=0.00 cfs @ 12.82 hrs HW=450.00' TW=442.08' (Dynamic Tailwater) 1=Culvert (Passes 0.00 cfs of 4.61 cfs potential flow) Summary for Pond 3P: Basin #3 Inflow Area = 0.495 ac, 30.58% Impervious, Inflow Depth = 0.03" for 2-Year event Inflow = 0.00 cfs @ 14.91 hrs, Volume= 0.001 af Outflow = 0.00 cfs @ 14.92 hrs, Volume= 0.001 af, Atten= 0%, Lag= 0.5 min Discarded = 0.00 cfs @ 14.92 hrs, Volume= 0.001 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 456.00' @ 14.92 hrs Surf.Area= 156 sf Storage= 0 cf Plug-Flow detention time= 0.9 min calculated for 0.001 af (100% of inflow) Center-of-Mass det. time= 0.9 min ( 1,066.8 - 1,065.9 ) Volume Invert Avail.Storage Storage Description #1 456.00' 1,441 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 456.00 156 58.0 0 0 156 457.00 343 87.0 243 243 498 458.00 593 107.0 462 706 822 459.00 887 126.0 735 1,441 1,193 Device Routing Invert Outlet Devices #1 Primary 458.50'6.0' long x 3.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 Coef. (English) 2.44 2.58 2.68 2.67 2.65 2.64 2.64 2.68 2.68 2.72 2.81 2.92 2.97 3.07 3.32 #2 Discarded 456.00'8.270 in/hr Exfiltration over Surface area Phase-In= 0.01' Discarded OutFlow Max=0.00 cfs @ 14.92 hrs HW=456.00' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.00 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=456.00' TW=441.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) 176 Turkey Hill Road, Northampton Type III 24-hr 2-Year Rainfall=3.00"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 34HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Summary for Pond BR1: Bio Retention Area #1 Inflow Area = 6.170 ac, 4.14% Impervious, Inflow Depth = 0.15" for 2-Year event Inflow = 0.31 cfs @ 12.83 hrs, Volume= 0.077 af Outflow = 0.22 cfs @ 13.35 hrs, Volume= 0.077 af, Atten= 32%, Lag= 31.4 min Discarded = 0.13 cfs @ 13.35 hrs, Volume= 0.073 af Primary = 0.09 cfs @ 13.35 hrs, Volume= 0.004 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 414.52' @ 13.35 hrs Surf.Area= 450 sf Storage= 531 cf Plug-Flow detention time= 49.3 min calculated for 0.077 af (100% of inflow) Center-of-Mass det. time= 49.3 min ( 1,002.1 - 952.9 ) Volume Invert Avail.Storage Storage Description #1 412.00' 775 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 412.00 38 31.0 0 0 38 413.00 154 62.0 89 89 272 414.00 334 83.0 238 328 525 415.00 571 101.0 447 775 804 Device Routing Invert Outlet Devices #1 Primary 414.50'12.0' long x 3.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 Coef. (English) 2.44 2.58 2.68 2.67 2.65 2.64 2.64 2.68 2.68 2.72 2.81 2.92 2.97 3.07 3.32 #2 Discarded 412.00'8.270 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation = 0.00' Discarded OutFlow Max=0.13 cfs @ 13.35 hrs HW=414.52' (Free Discharge) 2=Exfiltration ( Controls 0.13 cfs) Primary OutFlow Max=0.09 cfs @ 13.35 hrs HW=414.52' TW=0.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir (Weir Controls 0.09 cfs @ 0.35 fps) Summary for Pond BR2: Bio Retention Area #2 Inflow Area = 0.274 ac, 42.71% Impervious, Inflow Depth = 0.47" for 2-Year event Inflow = 0.09 cfs @ 12.18 hrs, Volume= 0.011 af Outflow = 0.04 cfs @ 12.59 hrs, Volume= 0.011 af, Atten= 58%, Lag= 25.0 min Discarded = 0.04 cfs @ 12.59 hrs, Volume= 0.011 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 176 Turkey Hill Road, Northampton Type III 24-hr 2-Year Rainfall=3.00"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 35HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Peak Elev= 460.37' @ 12.59 hrs Surf.Area= 200 sf Storage= 65 cf Plug-Flow detention time= 9.1 min calculated for 0.011 af (100% of inflow) Center-of-Mass det. time= 9.1 min ( 919.7 - 910.6 ) Volume Invert Avail.Storage Storage Description #1 460.00' 1,263 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 460.00 148 66.0 0 0 148 461.00 304 89.0 221 221 442 462.00 502 111.0 399 620 806 463.00 795 135.0 643 1,263 1,292 Device Routing Invert Outlet Devices #1 Primary 462.50'6.0' long x 3.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 Coef. (English) 2.44 2.58 2.68 2.67 2.65 2.64 2.64 2.68 2.68 2.72 2.81 2.92 2.97 3.07 3.32 #2 Discarded 460.00'8.270 in/hr Exfiltration over Surface area Phase-In= 0.01' Discarded OutFlow Max=0.04 cfs @ 12.59 hrs HW=460.37' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.04 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=460.00' TW=456.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Summary for Pond LS1: Level Spreader #1 Inflow Area = 0.120 ac,100.00% Impervious, Inflow Depth = 0.00" for 2-Year event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min Discarded = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 441.00' @ 0.00 hrs Surf.Area= 74 sf Storage= 0 cf Plug-Flow detention time= (not calculated: initial storage exceeds outflow) Center-of-Mass det. time= (not calculated: no inflow) Volume Invert Avail.Storage Storage Description #1 441.00' 222 cf Custom Stage Data (Irregular) Listed below (Recalc) 176 Turkey Hill Road, Northampton Type III 24-hr 2-Year Rainfall=3.00"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 36HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 441.00 74 43.0 0 0 74 442.00 174 56.0 120 120 188 442.50 233 62.0 101 222 251 Device Routing Invert Outlet Devices #1 Primary 442.00'15.0' long x 2.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 Coef. (English) 2.54 2.61 2.61 2.60 2.66 2.70 2.77 2.89 2.88 2.85 3.07 3.20 3.32 #2 Discarded 441.00'8.270 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 0.00' Discarded OutFlow Max=0.00 cfs @ 0.00 hrs HW=441.00' (Free Discharge) 2=Exfiltration (Passes 0.00 cfs of 0.01 cfs potential flow) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=441.00' TW=0.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Summary for Pond SIS: Subsurface Infiltration System Inflow Area = 0.120 ac,100.00% Impervious, Inflow Depth = 2.77" for 2-Year event Inflow = 0.28 cfs @ 12.17 hrs, Volume= 0.028 af Outflow = 0.10 cfs @ 12.54 hrs, Volume= 0.028 af, Atten= 65%, Lag= 21.9 min Discarded = 0.10 cfs @ 12.54 hrs, Volume= 0.028 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 452.39' @ 12.54 hrs Surf.Area= 296 sf Storage= 239 cf Plug-Flow detention time= 13.2 min calculated for 0.028 af (100% of inflow) Center-of-Mass det. time= 13.2 min ( 777.7 - 764.5 ) Volume Invert Avail.Storage Storage Description #1 451.00' 270 cf 4.00'W x 74.00'L x 4.00'H Prismatoid 1,184 cf Overall - 509 cf Embedded = 675 cf x 40.0% Voids #2 451.50' 509 cf 36.0" Round Pipe Storage Inside #1 L= 72.0' 779 cf Total Available Storage Device Routing Invert Outlet Devices #1 Primary 453.75'12.0" Round Culvert L= 75.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 453.75' / 453.00' S= 0.0100 '/' Cc= 0.900 n= 0.012, Flow Area= 0.79 sf #2 Discarded 451.00'8.270 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation = 0.00' Phase-In= 0.01' 176 Turkey Hill Road, Northampton Type III 24-hr 2-Year Rainfall=3.00"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 37HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Discarded OutFlow Max=0.10 cfs @ 12.54 hrs HW=452.39' (Free Discharge) 2=Exfiltration ( Controls 0.10 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=451.00' TW=441.00' (Dynamic Tailwater) 1=Culvert ( Controls 0.00 cfs) 176 Turkey Hill Road, Northampton Type III 24-hr 10-Year Rainfall=4.50"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 38HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Summary for Subcatchment E1A: To Turkey Hill Road Runoff = 0.02 cfs @ 15.47 hrs, Volume= 0.012 af, Depth= 0.07" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 10-Year Rainfall=4.50" Area (sf) CN Description 84,373 30 Woods, Good, HSG A 2,295 39 >75% Grass cover, Good, HSG A * 2,938 76 Riprap, HSG A 6,561 96 Gravel surface, HSG A 952 98 Roofs, HSG A 97,119 37 Weighted Average 96,167 99.02% Pervious Area 952 0.98% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 14.1 100 0.2500 0.12 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 1.6 66 0.0760 0.69 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 1.0 83 0.3250 1.43 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 0.2 62 0.1100 5.34 Shallow Concentrated Flow, Gravel Unpaved Kv= 16.1 fps 0.1 92 0.1100 14.97 149.67 Channel Flow, Driveway Swale Area= 10.0 sf Perim= 11.5' r= 0.87' n= 0.030 17.0 403 Total Summary for Subcatchment E1B: To Basin #E1 Runoff = 1.75 cfs @ 12.68 hrs, Volume= 0.313 af, Depth= 0.90" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 10-Year Rainfall=4.50" Area (sf) CN Description 52,493 30 Woods, Good, HSG A 122,243 70 Woods, Good, HSG C 1,562 39 >75% Grass cover, Good, HSG A 1,726 74 >75% Grass cover, Good, HSG C * 269 76 Riprap, HSG A * 2,304 72 Walking path, HSG A 180,597 58 Weighted Average 180,597 100.00% Pervious Area 176 Turkey Hill Road, Northampton Type III 24-hr 10-Year Rainfall=4.50"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 39HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.2 100 0.0800 0.08 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 19.0 946 0.1100 0.83 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 0.3 274 0.0700 14.07 319.45 Channel Flow, Drain Swale Area= 22.7 sf Perim= 20.4' r= 1.11' n= 0.030 Stream, clean & straight 41.5 1,320 Total Summary for Subcatchment E2: Toward Eastern Abutters Runoff = 0.00 cfs @ 21.58 hrs, Volume= 0.003 af, Depth= 0.02" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 10-Year Rainfall=4.50" Area (sf) CN Description 59,638 30 Woods, Good, HSG A 13,392 39 >75% Grass cover, Good, HSG A 286 98 Roofs, HSG A * 3,315 72 Walking path, HSG A 76,631 34 Weighted Average 76,345 99.63% Pervious Area 286 0.37% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.6 46 0.0300 0.17 Sheet Flow, Grass Grass: Short n= 0.150 P2= 3.00" 5.8 54 0.0600 0.16 Sheet Flow, Meadow Grass: Dense n= 0.240 P2= 3.00" 0.3 43 0.1300 2.52 Shallow Concentrated Flow, Meadow Short Grass Pasture Kv= 7.0 fps 1.6 103 0.1800 1.06 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 12.3 246 Total Summary for Subcatchment E3: To Wetlands Runoff = 0.91 cfs @ 12.59 hrs, Volume= 0.153 af, Depth= 0.85" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 10-Year Rainfall=4.50" 176 Turkey Hill Road, Northampton Type III 24-hr 10-Year Rainfall=4.50"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 40HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Area (sf) CN Description 23,724 30 Woods, Good, HSG A 53,456 70 Woods, Good, HSG C 11,920 39 >75% Grass cover, Good, HSG A 1,278 74 >75% Grass cover, Good, HSG C 575 98 Roofs, HSG A 3,370 96 Gravel surface, HSG A 94,323 57 Weighted Average 93,748 99.39% Pervious Area 575 0.61% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.2 100 0.0800 0.08 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 13.0 702 0.1300 0.90 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 35.2 802 Total Summary for Subcatchment P1A: Direct to Turkey Hill Road [45] Hint: Runoff=Zero Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 10-Year Rainfall=4.50" Area (sf) CN Description 15,523 30 Woods, Good, HSG A * 56 76 Spillway, HSG A 15,579 30 Weighted Average 15,579 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 11.8 100 0.3900 0.14 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 0.9 26 0.0385 0.49 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 1.5 83 0.1330 0.91 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 14.2 209 Total 176 Turkey Hill Road, Northampton Type III 24-hr 10-Year Rainfall=4.50"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 41HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Summary for Subcatchment P1B: To Turkey Hill Road Driveway Runoff = 0.00 cfs @ 13.90 hrs, Volume= 0.002 af, Depth= 0.14" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 10-Year Rainfall=4.50" Area (sf) CN Description 5,890 30 Woods, Good, HSG A 622 39 >75% Grass cover, Good, HSG A * 214 76 Riprap, HSG A 890 98 Paved parking, HSG A 7,616 40 Weighted Average 6,726 88.31% Pervious Area 890 11.69% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.1 100 0.3000 0.13 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 1.1 80 0.2300 1.20 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 0.2 16 0.3250 1.43 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 0.2 71 0.1100 6.73 Shallow Concentrated Flow, Driveway Paved Kv= 20.3 fps 0.0 26 0.1100 14.97 149.67 Channel Flow, Driveway Swale Area= 10.0 sf Perim= 11.5' r= 0.87' n= 0.030 14.6 293 Total Summary for Subcatchment P1C: To Bio Retention Area #1 Runoff = 0.00 cfs @ 17.31 hrs, Volume= 0.003 af, Depth= 0.03" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 10-Year Rainfall=4.50" Area (sf) CN Description 48,117 30 Woods, Good, HSG A 5,332 39 >75% Grass cover, Good, HSG A * 1,158 76 Riprap, HSG A 2,286 98 Paved parking, HSG A 334 98 Water Surface, HSG A 57,227 35 Weighted Average 54,607 95.42% Pervious Area 2,620 4.58% Impervious Area 176 Turkey Hill Road, Northampton Type III 24-hr 10-Year Rainfall=4.50"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 42HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 14.1 100 0.2500 0.12 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 1.4 66 0.0980 0.78 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 1.0 83 0.3250 1.43 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 0.2 62 0.1100 6.73 Shallow Concentrated Flow, Driveway Paved Kv= 20.3 fps 0.0 43 0.1100 14.97 149.67 Channel Flow, Driveway Swale Area= 10.0 sf Perim= 11.5' r= 0.87' n= 0.030 16.7 354 Total Summary for Subcatchment P1D: To Basin #1P Runoff = 0.04 cfs @ 12.36 hrs, Volume= 0.008 af, Depth= 0.41" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 10-Year Rainfall=4.50" Area (sf) CN Description 3,132 30 Woods, Good, HSG A 4,931 39 >75% Grass cover, Good, HSG A 68 74 >75% Grass cover, Good, HSG C * 457 76 Riprap, HSG A 1,551 98 Paved parking, HSG A 82 98 Water Surface, HSG A * 33 72 Walking path, HSG A 10,254 48 Weighted Average 8,621 84.07% Pervious Area 1,633 15.93% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 2.6 31 0.1500 0.20 Sheet Flow, Grass Grass: Dense n= 0.240 P2= 3.00" 7.1 52 0.3700 0.12 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 0.8 11 0.3300 0.22 Sheet Flow, Grass Grass: Dense n= 0.240 P2= 3.00" 10.5 94 Total Summary for Subcatchment P1E: To Basin #2P Runoff = 1.74 cfs @ 12.68 hrs, Volume= 0.311 af, Depth= 0.90" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 10-Year Rainfall=4.50" 176 Turkey Hill Road, Northampton Type III 24-hr 10-Year Rainfall=4.50"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 43HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Area (sf) CN Description 51,881 30 Woods, Good, HSG A 122,218 70 Woods, Good, HSG C 1,541 39 >75% Grass cover, Good, HSG A 1,726 74 >75% Grass cover, Good, HSG C 287 98 Water Surface, HSG A * 2,069 72 Walking path, HSG A 179,722 58 Weighted Average 179,435 99.84% Pervious Area 287 0.16% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.2 100 0.0800 0.08 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 19.0 946 0.1100 0.83 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 0.3 255 0.0820 15.23 345.75 Channel Flow, Drain Swale Area= 22.7 sf Perim= 20.4' r= 1.11' n= 0.030 Stream, clean & straight 41.5 1,301 Total Summary for Subcatchment P1F: To Basin #3P Runoff = 0.04 cfs @ 12.49 hrs, Volume= 0.008 af, Depth= 0.46" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 10-Year Rainfall=4.50" Area (sf) CN Description 7,803 39 >75% Grass cover, Good, HSG A 900 98 Paved parking, HSG A 593 98 Water Surface, HSG A 323 74 >75% Grass cover, Good, HSG C 9,619 49 Weighted Average 8,126 84.48% Pervious Area 1,493 15.52% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 19.4 100 0.0100 0.09 Sheet Flow, Grass Grass: Dense n= 0.240 P2= 3.00" 0.6 75 0.0200 2.12 Shallow Concentrated Flow, Grass Grassed Waterway Kv= 15.0 fps 0.0 11 0.5000 10.61 Shallow Concentrated Flow, Grass Grassed Waterway Kv= 15.0 fps 20.0 186 Total 176 Turkey Hill Road, Northampton Type III 24-hr 10-Year Rainfall=4.50"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 44HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Summary for Subcatchment P1G: To Bio Retention Area #2 Runoff = 0.32 cfs @ 12.15 hrs, Volume= 0.029 af, Depth= 1.27" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 10-Year Rainfall=4.50" Area (sf) CN Description 6,844 39 >75% Grass cover, Good, HSG A 4,600 98 Paved parking, HSG A 502 98 Water Surface, HSG A 11,946 64 Weighted Average 6,844 57.29% Pervious Area 5,102 42.71% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 9.6 74 0.0320 0.13 Sheet Flow, Landscaping Grass: Dense n= 0.240 P2= 3.00" 0.3 20 0.0320 1.16 Sheet Flow, Paved Smooth surfaces n= 0.011 P2= 3.00" 9.9 94 Total Summary for Subcatchment P2A: Toward Eastern Abutters - North Runoff = 0.00 cfs @ 23.01 hrs, Volume= 0.000 af, Depth= 0.01" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 10-Year Rainfall=4.50" Area (sf) CN Description 19,957 30 Woods, Good, HSG A 3,258 39 >75% Grass cover, Good, HSG A 123 98 Roofs, HSG A * 606 72 Walking path, HSG A 23,944 33 Weighted Average 23,821 99.49% Pervious Area 123 0.51% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.9 50 0.0500 0.14 Sheet Flow, Grass Grass: Dense n= 0.240 P2= 3.00" 12.7 50 0.0800 0.07 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 0.7 33 0.1000 0.79 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 19.3 133 Total 176 Turkey Hill Road, Northampton Type III 24-hr 10-Year Rainfall=4.50"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 45HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Summary for Subcatchment P2B: Toward Eastern Abutters - South Runoff = 0.00 cfs @ 17.35 hrs, Volume= 0.003 af, Depth= 0.03" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 10-Year Rainfall=4.50" Area (sf) CN Description 23,974 30 Woods, Good, HSG A 16,400 39 >75% Grass cover, Good, HSG A * 175 76 Riprap, HSG A * 982 98 Deck, HSG A 41,531 35 Weighted Average 40,549 97.64% Pervious Area 982 2.36% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 18.3 100 0.1300 0.09 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 1.0 63 0.1800 1.06 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 19.3 163 Total Summary for Subcatchment P2C: Roof Drainage to SIS Runoff = 0.42 cfs @ 12.17 hrs, Volume= 0.043 af, Depth= 4.26" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 10-Year Rainfall=4.50" Area (sf) CN Description 5,245 98 Roofs, HSG A 5,245 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.2 80 0.1875 0.10 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" Summary for Subcatchment P3: To Wetlands Runoff = 0.83 cfs @ 12.59 hrs, Volume= 0.140 af, Depth= 0.85" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 10-Year Rainfall=4.50" 176 Turkey Hill Road, Northampton Type III 24-hr 10-Year Rainfall=4.50"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 46HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Area (sf) CN Description 20,538 30 Woods, Good, HSG A 53,456 70 Woods, Good, HSG C 11,069 39 >75% Grass cover, Good, HSG A 958 74 >75% Grass cover, Good, HSG C 86,021 57 Weighted Average 86,021 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.2 100 0.0800 0.08 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 13.0 702 0.1300 0.90 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 35.2 802 Total Summary for Reach 1R: Driveway Swale Inflow Area = 4.146 ac, 0.00% Impervious, Inflow Depth = 0.89" for 10-Year event Inflow = 1.74 cfs @ 12.68 hrs, Volume= 0.309 af Outflow = 1.74 cfs @ 12.69 hrs, Volume= 0.309 af, Atten= 0%, Lag= 0.6 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Max. Velocity= 4.33 fps, Min. Travel Time= 1.2 min Avg. Velocity = 2.00 fps, Avg. Travel Time= 2.7 min Peak Storage= 129 cf @ 12.69 hrs Average Depth at Peak Storage= 0.17' Bank-Full Depth= 1.33' Flow Area= 7.1 sf, Capacity= 96.19 cfs 2.00' x 1.33' deep channel, n= 0.030 Earth, grassed & winding Side Slope Z-value= 3.0 2.0 '/' Top Width= 8.65' Length= 320.0' Slope= 0.1062 '/' Inlet Invert= 445.00', Outlet Invert= 411.00' Summary for Reach CPE1: Turkey Hill Road [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 6.375 ac, 0.34% Impervious, Inflow Depth = 0.60" for 10-Year event Inflow = 1.74 cfs @ 12.69 hrs, Volume= 0.321 af Outflow = 1.74 cfs @ 12.69 hrs, Volume= 0.321 af, Atten= 0%, Lag= 0.0 min 176 Turkey Hill Road, Northampton Type III 24-hr 10-Year Rainfall=4.50"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 47HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Summary for Reach CPE2: Eastern Abutters [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.759 ac, 0.37% Impervious, Inflow Depth = 0.02" for 10-Year event Inflow = 0.00 cfs @ 21.58 hrs, Volume= 0.003 af Outflow = 0.00 cfs @ 21.58 hrs, Volume= 0.003 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Summary for Reach CPE3: Wetlands [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 2.165 ac, 0.61% Impervious, Inflow Depth = 0.85" for 10-Year event Inflow = 0.91 cfs @ 12.59 hrs, Volume= 0.153 af Outflow = 0.91 cfs @ 12.59 hrs, Volume= 0.153 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Summary for Reach CPP1: Turkey Hill Road [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 6.703 ac, 4.12% Impervious, Inflow Depth = 0.31" for 10-Year event Inflow = 1.60 cfs @ 12.69 hrs, Volume= 0.176 af Outflow = 1.60 cfs @ 12.69 hrs, Volume= 0.176 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Summary for Reach CPP2: Eastern Abutters [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.624 ac, 8.98% Impervious, Inflow Depth = 0.02" for 10-Year event Inflow = 0.00 cfs @ 21.38 hrs, Volume= 0.003 af Outflow = 0.00 cfs @ 21.38 hrs, Volume= 0.003 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Summary for Reach CPP3: Wetlands [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.975 ac, 0.00% Impervious, Inflow Depth = 0.85" for 10-Year event Inflow = 0.83 cfs @ 12.59 hrs, Volume= 0.140 af Outflow = 0.83 cfs @ 12.59 hrs, Volume= 0.140 af, Atten= 0%, Lag= 0.0 min 176 Turkey Hill Road, Northampton Type III 24-hr 10-Year Rainfall=4.50"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 48HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Summary for Pond 1E: Basin #E1 Inflow Area = 4.146 ac, 0.00% Impervious, Inflow Depth = 0.90" for 10-Year event Inflow = 1.75 cfs @ 12.68 hrs, Volume= 0.313 af Outflow = 1.75 cfs @ 12.68 hrs, Volume= 0.313 af, Atten= 0%, Lag= 0.1 min Discarded = 0.00 cfs @ 12.68 hrs, Volume= 0.004 af Primary = 1.74 cfs @ 12.68 hrs, Volume= 0.309 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 448.93' @ 12.68 hrs Surf.Area= 19 sf Storage= 14 cf Plug-Flow detention time= 0.2 min calculated for 0.312 af (100% of inflow) Center-of-Mass det. time= 0.2 min ( 924.2 - 924.0 ) Volume Invert Avail.Storage Storage Description #1 448.15' 96 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 448.15 16 16.0 0 0 16 450.00 23 24.0 36 36 61 450.50 56 35.0 19 55 115 451.00 112 53.0 41 96 243 Device Routing Invert Outlet Devices #1 Primary 448.15'12.0" Round Culvert L= 31.0' CMP, mitered to conform to fill, Ke= 0.700 Inlet / Outlet Invert= 448.15' / 445.47' S= 0.0865 '/' Cc= 0.900 n= 0.012, Flow Area= 0.79 sf #2 Primary 450.50'6.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 #3 Discarded 448.15'8.410 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 0.00' Discarded OutFlow Max=0.00 cfs @ 12.68 hrs HW=448.93' (Free Discharge) 3=Exfiltration ( Controls 0.00 cfs) Primary OutFlow Max=1.74 cfs @ 12.68 hrs HW=448.93' TW=445.17' (Dynamic Tailwater) 1=Culvert (Inlet Controls 1.74 cfs @ 2.65 fps) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) 176 Turkey Hill Road, Northampton Type III 24-hr 10-Year Rainfall=4.50"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 49HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Summary for Pond 1P: Basin #1 Inflow Area = 4.856 ac, 4.03% Impervious, Inflow Depth = 0.79" for 10-Year event Inflow = 1.76 cfs @ 12.68 hrs, Volume= 0.319 af Outflow = 1.76 cfs @ 12.68 hrs, Volume= 0.319 af, Atten= 0%, Lag= 0.1 min Discarded = 0.02 cfs @ 12.68 hrs, Volume= 0.019 af Primary = 1.74 cfs @ 12.68 hrs, Volume= 0.299 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 442.24' @ 12.68 hrs Surf.Area= 105 sf Storage= 74 cf Plug-Flow detention time= 3.3 min calculated for 0.319 af (100% of inflow) Center-of-Mass det. time= 3.3 min ( 927.9 - 924.6 ) Volume Invert Avail.Storage Storage Description #1 441.00' 105 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 441.00 26 22.0 0 0 26 442.00 82 37.0 51 51 102 442.50 133 46.0 53 105 165 Device Routing Invert Outlet Devices #1 Primary 442.00'6.0' long x 3.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 Coef. (English) 2.44 2.58 2.68 2.67 2.65 2.64 2.64 2.68 2.68 2.72 2.81 2.92 2.97 3.07 3.32 #2 Discarded 441.00'8.270 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 0.00' Discarded OutFlow Max=0.02 cfs @ 12.68 hrs HW=442.24' (Free Discharge) 2=Exfiltration ( Controls 0.02 cfs) Primary OutFlow Max=1.74 cfs @ 12.68 hrs HW=442.24' TW=414.64' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir (Weir Controls 1.74 cfs @ 1.21 fps) Summary for Pond 2P: Basin #2 Inflow Area = 4.126 ac, 0.16% Impervious, Inflow Depth = 0.90" for 10-Year event Inflow = 1.74 cfs @ 12.68 hrs, Volume= 0.311 af Outflow = 1.74 cfs @ 12.68 hrs, Volume= 0.311 af, Atten= 0%, Lag= 0.0 min Discarded = 0.00 cfs @ 12.68 hrs, Volume= 0.000 af Primary = 1.74 cfs @ 12.68 hrs, Volume= 0.311 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 450.00' @ 0.00 hrs Surf.Area= 23 sf Storage= 0 cf Plug-Flow detention time= (not calculated: outflow precedes inflow) 176 Turkey Hill Road, Northampton Type III 24-hr 10-Year Rainfall=4.50"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 50HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Center-of-Mass det. time= 0.0 min ( 924.0 - 924.0 ) Volume Invert Avail.Storage Storage Description #1 450.00' 245 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 450.00 23 24.0 0 0 23 451.00 108 50.0 60 60 181 452.00 273 72.0 184 245 403 Device Routing Invert Outlet Devices #1 Primary 446.50'10.0" Round Culvert L= 40.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 446.50' / 444.00' S= 0.0625 '/' Cc= 0.900 n= 0.012, Flow Area= 0.55 sf #2 Discarded 450.00'8.270 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation = 0.00' Discarded OutFlow Max=0.00 cfs @ 12.68 hrs HW=450.00' (Free Discharge) 2=Exfiltration (Passes 0.00 cfs of 0.00 cfs potential flow) Primary OutFlow Max=0.00 cfs @ 12.68 hrs HW=450.00' TW=442.24' (Dynamic Tailwater) 1=Culvert (Passes 0.00 cfs of 4.61 cfs potential flow) Summary for Pond 3P: Basin #3 Inflow Area = 0.495 ac, 30.58% Impervious, Inflow Depth = 0.20" for 10-Year event Inflow = 0.04 cfs @ 12.49 hrs, Volume= 0.008 af Outflow = 0.03 cfs @ 12.71 hrs, Volume= 0.008 af, Atten= 24%, Lag= 13.0 min Discarded = 0.03 cfs @ 12.71 hrs, Volume= 0.008 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 456.08' @ 12.71 hrs Surf.Area= 168 sf Storage= 12 cf Plug-Flow detention time= 1.7 min calculated for 0.008 af (100% of inflow) Center-of-Mass det. time= 1.7 min ( 951.1 - 949.4 ) Volume Invert Avail.Storage Storage Description #1 456.00' 1,441 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 456.00 156 58.0 0 0 156 457.00 343 87.0 243 243 498 458.00 593 107.0 462 706 822 459.00 887 126.0 735 1,441 1,193 176 Turkey Hill Road, Northampton Type III 24-hr 10-Year Rainfall=4.50"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 51HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Device Routing Invert Outlet Devices #1 Primary 458.50'6.0' long x 3.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 Coef. (English) 2.44 2.58 2.68 2.67 2.65 2.64 2.64 2.68 2.68 2.72 2.81 2.92 2.97 3.07 3.32 #2 Discarded 456.00'8.270 in/hr Exfiltration over Surface area Phase-In= 0.01' Discarded OutFlow Max=0.03 cfs @ 12.71 hrs HW=456.08' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=456.00' TW=441.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Summary for Pond BR1: Bio Retention Area #1 Inflow Area = 6.170 ac, 4.14% Impervious, Inflow Depth = 0.59" for 10-Year event Inflow = 1.74 cfs @ 12.68 hrs, Volume= 0.303 af Outflow = 1.74 cfs @ 12.69 hrs, Volume= 0.303 af, Atten= 0%, Lag= 0.4 min Discarded = 0.13 cfs @ 12.69 hrs, Volume= 0.129 af Primary = 1.60 cfs @ 12.69 hrs, Volume= 0.174 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 414.64' @ 12.69 hrs Surf.Area= 479 sf Storage= 588 cf Plug-Flow detention time= 27.7 min calculated for 0.303 af (100% of inflow) Center-of-Mass det. time= 27.7 min ( 945.5 - 917.7 ) Volume Invert Avail.Storage Storage Description #1 412.00' 775 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 412.00 38 31.0 0 0 38 413.00 154 62.0 89 89 272 414.00 334 83.0 238 328 525 415.00 571 101.0 447 775 804 Device Routing Invert Outlet Devices #1 Primary 414.50'12.0' long x 3.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 Coef. (English) 2.44 2.58 2.68 2.67 2.65 2.64 2.64 2.68 2.68 2.72 2.81 2.92 2.97 3.07 3.32 #2 Discarded 412.00'8.270 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation = 0.00' 176 Turkey Hill Road, Northampton Type III 24-hr 10-Year Rainfall=4.50"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 52HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Discarded OutFlow Max=0.13 cfs @ 12.69 hrs HW=414.64' (Free Discharge) 2=Exfiltration ( Controls 0.13 cfs) Primary OutFlow Max=1.60 cfs @ 12.69 hrs HW=414.64' TW=0.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir (Weir Controls 1.60 cfs @ 0.93 fps) Summary for Pond BR2: Bio Retention Area #2 Inflow Area = 0.274 ac, 42.71% Impervious, Inflow Depth = 1.27" for 10-Year event Inflow = 0.32 cfs @ 12.15 hrs, Volume= 0.029 af Outflow = 0.07 cfs @ 12.70 hrs, Volume= 0.029 af, Atten= 78%, Lag= 32.8 min Discarded = 0.07 cfs @ 12.70 hrs, Volume= 0.029 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 461.40' @ 12.70 hrs Surf.Area= 377 sf Storage= 356 cf Plug-Flow detention time= 45.2 min calculated for 0.029 af (100% of inflow) Center-of-Mass det. time= 45.1 min ( 919.5 - 874.3 ) Volume Invert Avail.Storage Storage Description #1 460.00' 1,263 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 460.00 148 66.0 0 0 148 461.00 304 89.0 221 221 442 462.00 502 111.0 399 620 806 463.00 795 135.0 643 1,263 1,292 Device Routing Invert Outlet Devices #1 Primary 462.50'6.0' long x 3.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 Coef. (English) 2.44 2.58 2.68 2.67 2.65 2.64 2.64 2.68 2.68 2.72 2.81 2.92 2.97 3.07 3.32 #2 Discarded 460.00'8.270 in/hr Exfiltration over Surface area Phase-In= 0.01' Discarded OutFlow Max=0.07 cfs @ 12.70 hrs HW=461.40' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.07 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=460.00' TW=456.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) 176 Turkey Hill Road, Northampton Type III 24-hr 10-Year Rainfall=4.50"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 53HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Summary for Pond LS1: Level Spreader #1 Inflow Area = 0.120 ac,100.00% Impervious, Inflow Depth = 0.00" for 10-Year event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min Discarded = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 441.00' @ 0.00 hrs Surf.Area= 74 sf Storage= 0 cf Plug-Flow detention time= (not calculated: initial storage exceeds outflow) Center-of-Mass det. time= (not calculated: no inflow) Volume Invert Avail.Storage Storage Description #1 441.00' 222 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 441.00 74 43.0 0 0 74 442.00 174 56.0 120 120 188 442.50 233 62.0 101 222 251 Device Routing Invert Outlet Devices #1 Primary 442.00'15.0' long x 2.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 Coef. (English) 2.54 2.61 2.61 2.60 2.66 2.70 2.77 2.89 2.88 2.85 3.07 3.20 3.32 #2 Discarded 441.00'8.270 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 0.00' Discarded OutFlow Max=0.00 cfs @ 0.00 hrs HW=441.00' (Free Discharge) 2=Exfiltration (Passes 0.00 cfs of 0.01 cfs potential flow) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=441.00' TW=0.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Summary for Pond SIS: Subsurface Infiltration System Inflow Area = 0.120 ac,100.00% Impervious, Inflow Depth = 4.26" for 10-Year event Inflow = 0.42 cfs @ 12.17 hrs, Volume= 0.043 af Outflow = 0.12 cfs @ 12.59 hrs, Volume= 0.043 af, Atten= 71%, Lag= 24.9 min Discarded = 0.12 cfs @ 12.59 hrs, Volume= 0.043 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 453.23' @ 12.59 hrs Surf.Area= 296 sf Storage= 446 cf Plug-Flow detention time= 22.2 min calculated for 0.043 af (100% of inflow) 176 Turkey Hill Road, Northampton Type III 24-hr 10-Year Rainfall=4.50"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 54HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Center-of-Mass det. time= 22.1 min ( 778.6 - 756.5 ) Volume Invert Avail.Storage Storage Description #1 451.00' 270 cf 4.00'W x 74.00'L x 4.00'H Prismatoid 1,184 cf Overall - 509 cf Embedded = 675 cf x 40.0% Voids #2 451.50' 509 cf 36.0" Round Pipe Storage Inside #1 L= 72.0' 779 cf Total Available Storage Device Routing Invert Outlet Devices #1 Primary 453.75'12.0" Round Culvert L= 75.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 453.75' / 453.00' S= 0.0100 '/' Cc= 0.900 n= 0.012, Flow Area= 0.79 sf #2 Discarded 451.00'8.270 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation = 0.00' Phase-In= 0.01' Discarded OutFlow Max=0.12 cfs @ 12.59 hrs HW=453.23' (Free Discharge) 2=Exfiltration ( Controls 0.12 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=451.00' TW=441.00' (Dynamic Tailwater) 1=Culvert ( Controls 0.00 cfs) 176 Turkey Hill Road, Northampton Type III 24-hr 100-Year Rainfall=6.40"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 55HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Summary for Subcatchment E1A: To Turkey Hill Road Runoff = 0.33 cfs @ 12.52 hrs, Volume= 0.083 af, Depth= 0.45" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100-Year Rainfall=6.40" Area (sf) CN Description 84,373 30 Woods, Good, HSG A 2,295 39 >75% Grass cover, Good, HSG A * 2,938 76 Riprap, HSG A 6,561 96 Gravel surface, HSG A 952 98 Roofs, HSG A 97,119 37 Weighted Average 96,167 99.02% Pervious Area 952 0.98% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 14.1 100 0.2500 0.12 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 1.6 66 0.0760 0.69 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 1.0 83 0.3250 1.43 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 0.2 62 0.1100 5.34 Shallow Concentrated Flow, Gravel Unpaved Kv= 16.1 fps 0.1 92 0.1100 14.97 149.67 Channel Flow, Driveway Swale Area= 10.0 sf Perim= 11.5' r= 0.87' n= 0.030 17.0 403 Total Summary for Subcatchment E1B: To Basin #E1 Runoff = 4.43 cfs @ 12.63 hrs, Volume= 0.695 af, Depth= 2.01" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100-Year Rainfall=6.40" Area (sf) CN Description 52,493 30 Woods, Good, HSG A 122,243 70 Woods, Good, HSG C 1,562 39 >75% Grass cover, Good, HSG A 1,726 74 >75% Grass cover, Good, HSG C * 269 76 Riprap, HSG A * 2,304 72 Walking path, HSG A 180,597 58 Weighted Average 180,597 100.00% Pervious Area 176 Turkey Hill Road, Northampton Type III 24-hr 100-Year Rainfall=6.40"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 56HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.2 100 0.0800 0.08 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 19.0 946 0.1100 0.83 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 0.3 274 0.0700 14.07 319.45 Channel Flow, Drain Swale Area= 22.7 sf Perim= 20.4' r= 1.11' n= 0.030 Stream, clean & straight 41.5 1,320 Total Summary for Subcatchment E2: Toward Eastern Abutters Runoff = 0.11 cfs @ 12.54 hrs, Volume= 0.042 af, Depth= 0.29" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100-Year Rainfall=6.40" Area (sf) CN Description 59,638 30 Woods, Good, HSG A 13,392 39 >75% Grass cover, Good, HSG A 286 98 Roofs, HSG A * 3,315 72 Walking path, HSG A 76,631 34 Weighted Average 76,345 99.63% Pervious Area 286 0.37% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.6 46 0.0300 0.17 Sheet Flow, Grass Grass: Short n= 0.150 P2= 3.00" 5.8 54 0.0600 0.16 Sheet Flow, Meadow Grass: Dense n= 0.240 P2= 3.00" 0.3 43 0.1300 2.52 Shallow Concentrated Flow, Meadow Short Grass Pasture Kv= 7.0 fps 1.6 103 0.1800 1.06 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 12.3 246 Total Summary for Subcatchment E3: To Wetlands Runoff = 2.38 cfs @ 12.55 hrs, Volume= 0.347 af, Depth= 1.92" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100-Year Rainfall=6.40" 176 Turkey Hill Road, Northampton Type III 24-hr 100-Year Rainfall=6.40"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 57HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Area (sf) CN Description 23,724 30 Woods, Good, HSG A 53,456 70 Woods, Good, HSG C 11,920 39 >75% Grass cover, Good, HSG A 1,278 74 >75% Grass cover, Good, HSG C 575 98 Roofs, HSG A 3,370 96 Gravel surface, HSG A 94,323 57 Weighted Average 93,748 99.39% Pervious Area 575 0.61% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.2 100 0.0800 0.08 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 13.0 702 0.1300 0.90 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 35.2 802 Total Summary for Subcatchment P1A: Direct to Turkey Hill Road Runoff = 0.01 cfs @ 15.13 hrs, Volume= 0.004 af, Depth= 0.12" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100-Year Rainfall=6.40" Area (sf) CN Description 15,523 30 Woods, Good, HSG A * 56 76 Spillway, HSG A 15,579 30 Weighted Average 15,579 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 11.8 100 0.3900 0.14 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 0.9 26 0.0385 0.49 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 1.5 83 0.1330 0.91 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 14.2 209 Total Summary for Subcatchment P1B: To Turkey Hill Road Driveway Runoff = 0.05 cfs @ 12.41 hrs, Volume= 0.009 af, Depth= 0.63" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100-Year Rainfall=6.40" 176 Turkey Hill Road, Northampton Type III 24-hr 100-Year Rainfall=6.40"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 58HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Area (sf) CN Description 5,890 30 Woods, Good, HSG A 622 39 >75% Grass cover, Good, HSG A * 214 76 Riprap, HSG A 890 98 Paved parking, HSG A 7,616 40 Weighted Average 6,726 88.31% Pervious Area 890 11.69% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.1 100 0.3000 0.13 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 1.1 80 0.2300 1.20 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 0.2 16 0.3250 1.43 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 0.2 71 0.1100 6.73 Shallow Concentrated Flow, Driveway Paved Kv= 20.3 fps 0.0 26 0.1100 14.97 149.67 Channel Flow, Driveway Swale Area= 10.0 sf Perim= 11.5' r= 0.87' n= 0.030 14.6 293 Total Summary for Subcatchment P1C: To Bio Retention Area #1 Runoff = 0.11 cfs @ 12.57 hrs, Volume= 0.037 af, Depth= 0.34" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100-Year Rainfall=6.40" Area (sf) CN Description 48,117 30 Woods, Good, HSG A 5,332 39 >75% Grass cover, Good, HSG A * 1,158 76 Riprap, HSG A 2,286 98 Paved parking, HSG A 334 98 Water Surface, HSG A 57,227 35 Weighted Average 54,607 95.42% Pervious Area 2,620 4.58% Impervious Area 176 Turkey Hill Road, Northampton Type III 24-hr 100-Year Rainfall=6.40"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 59HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 14.1 100 0.2500 0.12 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 1.4 66 0.0980 0.78 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 1.0 83 0.3250 1.43 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 0.2 62 0.1100 6.73 Shallow Concentrated Flow, Driveway Paved Kv= 20.3 fps 0.0 43 0.1100 14.97 149.67 Channel Flow, Driveway Swale Area= 10.0 sf Perim= 11.5' r= 0.87' n= 0.030 16.7 354 Total Summary for Subcatchment P1D: To Basin #1P Runoff = 0.22 cfs @ 12.17 hrs, Volume= 0.023 af, Depth= 1.19" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100-Year Rainfall=6.40" Area (sf) CN Description 3,132 30 Woods, Good, HSG A 4,931 39 >75% Grass cover, Good, HSG A 68 74 >75% Grass cover, Good, HSG C * 457 76 Riprap, HSG A 1,551 98 Paved parking, HSG A 82 98 Water Surface, HSG A * 33 72 Walking path, HSG A 10,254 48 Weighted Average 8,621 84.07% Pervious Area 1,633 15.93% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 2.6 31 0.1500 0.20 Sheet Flow, Grass Grass: Dense n= 0.240 P2= 3.00" 7.1 52 0.3700 0.12 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 0.8 11 0.3300 0.22 Sheet Flow, Grass Grass: Dense n= 0.240 P2= 3.00" 10.5 94 Total Summary for Subcatchment P1E: To Basin #2P Runoff = 4.41 cfs @ 12.63 hrs, Volume= 0.691 af, Depth= 2.01" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100-Year Rainfall=6.40" 176 Turkey Hill Road, Northampton Type III 24-hr 100-Year Rainfall=6.40"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 60HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Area (sf) CN Description 51,881 30 Woods, Good, HSG A 122,218 70 Woods, Good, HSG C 1,541 39 >75% Grass cover, Good, HSG A 1,726 74 >75% Grass cover, Good, HSG C 287 98 Water Surface, HSG A * 2,069 72 Walking path, HSG A 179,722 58 Weighted Average 179,435 99.84% Pervious Area 287 0.16% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.2 100 0.0800 0.08 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 19.0 946 0.1100 0.83 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 0.3 255 0.0820 15.23 345.75 Channel Flow, Drain Swale Area= 22.7 sf Perim= 20.4' r= 1.11' n= 0.030 Stream, clean & straight 41.5 1,301 Total Summary for Subcatchment P1F: To Basin #3P Runoff = 0.18 cfs @ 12.33 hrs, Volume= 0.023 af, Depth= 1.27" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100-Year Rainfall=6.40" Area (sf) CN Description 7,803 39 >75% Grass cover, Good, HSG A 900 98 Paved parking, HSG A 593 98 Water Surface, HSG A 323 74 >75% Grass cover, Good, HSG C 9,619 49 Weighted Average 8,126 84.48% Pervious Area 1,493 15.52% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 19.4 100 0.0100 0.09 Sheet Flow, Grass Grass: Dense n= 0.240 P2= 3.00" 0.6 75 0.0200 2.12 Shallow Concentrated Flow, Grass Grassed Waterway Kv= 15.0 fps 0.0 11 0.5000 10.61 Shallow Concentrated Flow, Grass Grassed Waterway Kv= 15.0 fps 20.0 186 Total 176 Turkey Hill Road, Northampton Type III 24-hr 100-Year Rainfall=6.40"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 61HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Summary for Subcatchment P1G: To Bio Retention Area #2 Runoff = 0.70 cfs @ 12.14 hrs, Volume= 0.058 af, Depth= 2.55" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100-Year Rainfall=6.40" Area (sf) CN Description 6,844 39 >75% Grass cover, Good, HSG A 4,600 98 Paved parking, HSG A 502 98 Water Surface, HSG A 11,946 64 Weighted Average 6,844 57.29% Pervious Area 5,102 42.71% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 9.6 74 0.0320 0.13 Sheet Flow, Landscaping Grass: Dense n= 0.240 P2= 3.00" 0.3 20 0.0320 1.16 Sheet Flow, Paved Smooth surfaces n= 0.011 P2= 3.00" 9.9 94 Total Summary for Subcatchment P2A: Toward Eastern Abutters - North Runoff = 0.02 cfs @ 13.02 hrs, Volume= 0.011 af, Depth= 0.24" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100-Year Rainfall=6.40" Area (sf) CN Description 19,957 30 Woods, Good, HSG A 3,258 39 >75% Grass cover, Good, HSG A 123 98 Roofs, HSG A * 606 72 Walking path, HSG A 23,944 33 Weighted Average 23,821 99.49% Pervious Area 123 0.51% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.9 50 0.0500 0.14 Sheet Flow, Grass Grass: Dense n= 0.240 P2= 3.00" 12.7 50 0.0800 0.07 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 0.7 33 0.1000 0.79 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 19.3 133 Total 176 Turkey Hill Road, Northampton Type III 24-hr 100-Year Rainfall=6.40"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 62HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Summary for Subcatchment P2B: Toward Eastern Abutters - South Runoff = 0.08 cfs @ 12.62 hrs, Volume= 0.027 af, Depth= 0.34" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100-Year Rainfall=6.40" Area (sf) CN Description 23,974 30 Woods, Good, HSG A 16,400 39 >75% Grass cover, Good, HSG A * 175 76 Riprap, HSG A * 982 98 Deck, HSG A 41,531 35 Weighted Average 40,549 97.64% Pervious Area 982 2.36% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 18.3 100 0.1300 0.09 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 1.0 63 0.1800 1.06 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 19.3 163 Total Summary for Subcatchment P2C: Roof Drainage to SIS Runoff = 0.60 cfs @ 12.17 hrs, Volume= 0.062 af, Depth= 6.16" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100-Year Rainfall=6.40" Area (sf) CN Description 5,245 98 Roofs, HSG A 5,245 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.2 80 0.1875 0.10 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" Summary for Subcatchment P3: To Wetlands Runoff = 2.17 cfs @ 12.55 hrs, Volume= 0.317 af, Depth= 1.92" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100-Year Rainfall=6.40" 176 Turkey Hill Road, Northampton Type III 24-hr 100-Year Rainfall=6.40"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 63HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Area (sf) CN Description 20,538 30 Woods, Good, HSG A 53,456 70 Woods, Good, HSG C 11,069 39 >75% Grass cover, Good, HSG A 958 74 >75% Grass cover, Good, HSG C 86,021 57 Weighted Average 86,021 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.2 100 0.0800 0.08 Sheet Flow, Woods Woods: Dense underbrush n= 0.800 P2= 3.00" 13.0 702 0.1300 0.90 Shallow Concentrated Flow, Woods Forest w/Heavy Litter Kv= 2.5 fps 35.2 802 Total Summary for Reach 1R: Driveway Swale Inflow Area = 4.146 ac, 0.00% Impervious, Inflow Depth = 2.00" for 100-Year event Inflow = 4.42 cfs @ 12.63 hrs, Volume= 0.691 af Outflow = 4.42 cfs @ 12.64 hrs, Volume= 0.691 af, Atten= 0%, Lag= 0.5 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Max. Velocity= 5.81 fps, Min. Travel Time= 0.9 min Avg. Velocity = 2.49 fps, Avg. Travel Time= 2.1 min Peak Storage= 243 cf @ 12.64 hrs Average Depth at Peak Storage= 0.28' Bank-Full Depth= 1.33' Flow Area= 7.1 sf, Capacity= 96.19 cfs 2.00' x 1.33' deep channel, n= 0.030 Earth, grassed & winding Side Slope Z-value= 3.0 2.0 '/' Top Width= 8.65' Length= 320.0' Slope= 0.1062 '/' Inlet Invert= 445.00', Outlet Invert= 411.00' Summary for Reach CPE1: Turkey Hill Road [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 6.375 ac, 0.34% Impervious, Inflow Depth = 1.46" for 100-Year event Inflow = 4.71 cfs @ 12.62 hrs, Volume= 0.774 af Outflow = 4.71 cfs @ 12.62 hrs, Volume= 0.774 af, Atten= 0%, Lag= 0.0 min 176 Turkey Hill Road, Northampton Type III 24-hr 100-Year Rainfall=6.40"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 64HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Summary for Reach CPE2: Eastern Abutters [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.759 ac, 0.37% Impervious, Inflow Depth = 0.29" for 100-Year event Inflow = 0.11 cfs @ 12.54 hrs, Volume= 0.042 af Outflow = 0.11 cfs @ 12.54 hrs, Volume= 0.042 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Summary for Reach CPE3: Wetlands [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 2.165 ac, 0.61% Impervious, Inflow Depth = 1.92" for 100-Year event Inflow = 2.38 cfs @ 12.55 hrs, Volume= 0.347 af Outflow = 2.38 cfs @ 12.55 hrs, Volume= 0.347 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Summary for Reach CPP1: Turkey Hill Road [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 6.703 ac, 4.12% Impervious, Inflow Depth = 1.06" for 100-Year event Inflow = 4.47 cfs @ 12.60 hrs, Volume= 0.594 af Outflow = 4.47 cfs @ 12.60 hrs, Volume= 0.594 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Summary for Reach CPP2: Eastern Abutters [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.624 ac, 8.98% Impervious, Inflow Depth = 0.28" for 100-Year event Inflow = 0.09 cfs @ 12.63 hrs, Volume= 0.038 af Outflow = 0.09 cfs @ 12.63 hrs, Volume= 0.038 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Summary for Reach CPP3: Wetlands [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.975 ac, 0.00% Impervious, Inflow Depth = 1.92" for 100-Year event Inflow = 2.17 cfs @ 12.55 hrs, Volume= 0.317 af Outflow = 2.17 cfs @ 12.55 hrs, Volume= 0.317 af, Atten= 0%, Lag= 0.0 min 176 Turkey Hill Road, Northampton Type III 24-hr 100-Year Rainfall=6.40"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 65HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Summary for Pond 1E: Basin #E1 Inflow Area = 4.146 ac, 0.00% Impervious, Inflow Depth = 2.01" for 100-Year event Inflow = 4.43 cfs @ 12.63 hrs, Volume= 0.695 af Outflow = 4.43 cfs @ 12.63 hrs, Volume= 0.695 af, Atten= 0%, Lag= 0.3 min Discarded = 0.01 cfs @ 12.63 hrs, Volume= 0.004 af Primary = 4.42 cfs @ 12.63 hrs, Volume= 0.691 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 450.40' @ 12.63 hrs Surf.Area= 49 sf Storage= 50 cf Plug-Flow detention time= 0.2 min calculated for 0.695 af (100% of inflow) Center-of-Mass det. time= 0.2 min ( 897.1 - 896.9 ) Volume Invert Avail.Storage Storage Description #1 448.15' 96 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 448.15 16 16.0 0 0 16 450.00 23 24.0 36 36 61 450.50 56 35.0 19 55 115 451.00 112 53.0 41 96 243 Device Routing Invert Outlet Devices #1 Primary 448.15'12.0" Round Culvert L= 31.0' CMP, mitered to conform to fill, Ke= 0.700 Inlet / Outlet Invert= 448.15' / 445.47' S= 0.0865 '/' Cc= 0.900 n= 0.012, Flow Area= 0.79 sf #2 Primary 450.50'6.0' long x 5.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 #3 Discarded 448.15'8.410 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 0.00' Discarded OutFlow Max=0.01 cfs @ 12.63 hrs HW=450.40' (Free Discharge) 3=Exfiltration ( Controls 0.01 cfs) Primary OutFlow Max=4.42 cfs @ 12.63 hrs HW=450.40' TW=445.28' (Dynamic Tailwater) 1=Culvert (Inlet Controls 4.42 cfs @ 5.63 fps) 2=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) 176 Turkey Hill Road, Northampton Type III 24-hr 100-Year Rainfall=6.40"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 66HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Summary for Pond 1P: Basin #1 Inflow Area = 4.856 ac, 4.03% Impervious, Inflow Depth = 1.76" for 100-Year event Inflow = 4.49 cfs @ 12.59 hrs, Volume= 0.714 af Outflow = 4.49 cfs @ 12.60 hrs, Volume= 0.714 af, Atten= 0%, Lag= 0.4 min Discarded = 0.02 cfs @ 12.60 hrs, Volume= 0.022 af Primary = 4.46 cfs @ 12.60 hrs, Volume= 0.693 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 442.43' @ 12.60 hrs Surf.Area= 126 sf Storage= 96 cf Plug-Flow detention time= 1.7 min calculated for 0.714 af (100% of inflow) Center-of-Mass det. time= 1.7 min ( 898.7 - 897.0 ) Volume Invert Avail.Storage Storage Description #1 441.00' 105 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 441.00 26 22.0 0 0 26 442.00 82 37.0 51 51 102 442.50 133 46.0 53 105 165 Device Routing Invert Outlet Devices #1 Primary 442.00'6.0' long x 3.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 Coef. (English) 2.44 2.58 2.68 2.67 2.65 2.64 2.64 2.68 2.68 2.72 2.81 2.92 2.97 3.07 3.32 #2 Discarded 441.00'8.270 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 0.00' Discarded OutFlow Max=0.02 cfs @ 12.60 hrs HW=442.43' (Free Discharge) 2=Exfiltration ( Controls 0.02 cfs) Primary OutFlow Max=4.46 cfs @ 12.60 hrs HW=442.43' TW=414.78' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir (Weir Controls 4.46 cfs @ 1.71 fps) Summary for Pond 2P: Basin #2 Inflow Area = 4.126 ac, 0.16% Impervious, Inflow Depth = 2.01" for 100-Year event Inflow = 4.41 cfs @ 12.63 hrs, Volume= 0.691 af Outflow = 4.41 cfs @ 12.63 hrs, Volume= 0.691 af, Atten= 0%, Lag= 0.0 min Discarded = 0.00 cfs @ 12.63 hrs, Volume= 0.001 af Primary = 4.41 cfs @ 12.63 hrs, Volume= 0.691 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 450.00' @ 12.63 hrs Surf.Area= 23 sf Storage= 0 cf Plug-Flow detention time= (not calculated: outflow precedes inflow) 176 Turkey Hill Road, Northampton Type III 24-hr 100-Year Rainfall=6.40"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 67HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Center-of-Mass det. time= 0.0 min ( 896.9 - 896.9 ) Volume Invert Avail.Storage Storage Description #1 450.00' 245 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 450.00 23 24.0 0 0 23 451.00 108 50.0 60 60 181 452.00 273 72.0 184 245 403 Device Routing Invert Outlet Devices #1 Primary 446.50'10.0" Round Culvert L= 40.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 446.50' / 444.00' S= 0.0625 '/' Cc= 0.900 n= 0.012, Flow Area= 0.55 sf #2 Discarded 450.00'8.270 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation = 0.00' Discarded OutFlow Max=0.00 cfs @ 12.63 hrs HW=450.00' (Free Discharge) 2=Exfiltration ( Controls 0.00 cfs) Primary OutFlow Max=4.61 cfs @ 12.63 hrs HW=450.00' TW=442.43' (Dynamic Tailwater) 1=Culvert (Inlet Controls 4.61 cfs @ 8.46 fps) Summary for Pond 3P: Basin #3 Inflow Area = 0.495 ac, 30.58% Impervious, Inflow Depth = 0.56" for 100-Year event Inflow = 0.18 cfs @ 12.33 hrs, Volume= 0.023 af Outflow = 0.06 cfs @ 12.91 hrs, Volume= 0.023 af, Atten= 65%, Lag= 34.8 min Discarded = 0.06 cfs @ 12.91 hrs, Volume= 0.023 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 456.92' @ 12.91 hrs Surf.Area= 326 sf Storage= 217 cf Plug-Flow detention time= 28.4 min calculated for 0.023 af (100% of inflow) Center-of-Mass det. time= 28.3 min ( 933.4 - 905.0 ) Volume Invert Avail.Storage Storage Description #1 456.00' 1,441 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 456.00 156 58.0 0 0 156 457.00 343 87.0 243 243 498 458.00 593 107.0 462 706 822 459.00 887 126.0 735 1,441 1,193 176 Turkey Hill Road, Northampton Type III 24-hr 100-Year Rainfall=6.40"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 68HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Device Routing Invert Outlet Devices #1 Primary 458.50'6.0' long x 3.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 Coef. (English) 2.44 2.58 2.68 2.67 2.65 2.64 2.64 2.68 2.68 2.72 2.81 2.92 2.97 3.07 3.32 #2 Discarded 456.00'8.270 in/hr Exfiltration over Surface area Phase-In= 0.01' Discarded OutFlow Max=0.06 cfs @ 12.91 hrs HW=456.92' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.06 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=456.00' TW=441.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Summary for Pond BR1: Bio Retention Area #1 Inflow Area = 6.170 ac, 4.14% Impervious, Inflow Depth = 1.42" for 100-Year event Inflow = 4.57 cfs @ 12.60 hrs, Volume= 0.730 af Outflow = 4.57 cfs @ 12.61 hrs, Volume= 0.730 af, Atten= 0%, Lag= 0.4 min Discarded = 0.14 cfs @ 12.61 hrs, Volume= 0.148 af Primary = 4.43 cfs @ 12.61 hrs, Volume= 0.581 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 414.78' @ 12.61 hrs Surf.Area= 513 sf Storage= 656 cf Plug-Flow detention time= 13.8 min calculated for 0.729 af (100% of inflow) Center-of-Mass det. time= 13.8 min ( 911.3 - 897.5 ) Volume Invert Avail.Storage Storage Description #1 412.00' 775 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 412.00 38 31.0 0 0 38 413.00 154 62.0 89 89 272 414.00 334 83.0 238 328 525 415.00 571 101.0 447 775 804 Device Routing Invert Outlet Devices #1 Primary 414.50'12.0' long x 3.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 Coef. (English) 2.44 2.58 2.68 2.67 2.65 2.64 2.64 2.68 2.68 2.72 2.81 2.92 2.97 3.07 3.32 #2 Discarded 412.00'8.270 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation = 0.00' 176 Turkey Hill Road, Northampton Type III 24-hr 100-Year Rainfall=6.40"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 69HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Discarded OutFlow Max=0.14 cfs @ 12.61 hrs HW=414.78' (Free Discharge) 2=Exfiltration ( Controls 0.14 cfs) Primary OutFlow Max=4.43 cfs @ 12.61 hrs HW=414.78' TW=0.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir (Weir Controls 4.43 cfs @ 1.32 fps) Summary for Pond BR2: Bio Retention Area #2 Inflow Area = 0.274 ac, 42.71% Impervious, Inflow Depth = 2.55" for 100-Year event Inflow = 0.70 cfs @ 12.14 hrs, Volume= 0.058 af Outflow = 0.12 cfs @ 12.77 hrs, Volume= 0.058 af, Atten= 83%, Lag= 37.5 min Discarded = 0.12 cfs @ 12.77 hrs, Volume= 0.058 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 462.49' @ 12.77 hrs Surf.Area= 636 sf Storage= 896 cf Plug-Flow detention time= 80.4 min calculated for 0.058 af (100% of inflow) Center-of-Mass det. time= 80.4 min ( 933.0 - 852.6 ) Volume Invert Avail.Storage Storage Description #1 460.00' 1,263 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 460.00 148 66.0 0 0 148 461.00 304 89.0 221 221 442 462.00 502 111.0 399 620 806 463.00 795 135.0 643 1,263 1,292 Device Routing Invert Outlet Devices #1 Primary 462.50'6.0' long x 3.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 Coef. (English) 2.44 2.58 2.68 2.67 2.65 2.64 2.64 2.68 2.68 2.72 2.81 2.92 2.97 3.07 3.32 #2 Discarded 460.00'8.270 in/hr Exfiltration over Surface area Phase-In= 0.01' Discarded OutFlow Max=0.12 cfs @ 12.77 hrs HW=462.49' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.12 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=460.00' TW=456.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) 176 Turkey Hill Road, Northampton Type III 24-hr 100-Year Rainfall=6.40"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 70HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Summary for Pond LS1: Level Spreader #1 Inflow Area = 0.120 ac,100.00% Impervious, Inflow Depth = 0.34" for 100-Year event Inflow = 0.19 cfs @ 12.39 hrs, Volume= 0.003 af Outflow = 0.03 cfs @ 12.65 hrs, Volume= 0.003 af, Atten= 83%, Lag= 15.6 min Discarded = 0.03 cfs @ 12.65 hrs, Volume= 0.003 af Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 441.95' @ 12.65 hrs Surf.Area= 168 sf Storage= 112 cf Plug-Flow detention time= 38.3 min calculated for 0.003 af (100% of inflow) Center-of-Mass det. time= 38.4 min ( 786.1 - 747.7 ) Volume Invert Avail.Storage Storage Description #1 441.00' 222 cf Custom Stage Data (Irregular) Listed below (Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft) 441.00 74 43.0 0 0 74 442.00 174 56.0 120 120 188 442.50 233 62.0 101 222 251 Device Routing Invert Outlet Devices #1 Primary 442.00'15.0' long x 2.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 Coef. (English) 2.54 2.61 2.61 2.60 2.66 2.70 2.77 2.89 2.88 2.85 3.07 3.20 3.32 #2 Discarded 441.00'8.270 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 0.00' Discarded OutFlow Max=0.03 cfs @ 12.65 hrs HW=441.95' (Free Discharge) 2=Exfiltration ( Controls 0.03 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=441.00' TW=0.00' (Dynamic Tailwater) 1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) Summary for Pond SIS: Subsurface Infiltration System Inflow Area = 0.120 ac,100.00% Impervious, Inflow Depth = 6.16" for 100-Year event Inflow = 0.60 cfs @ 12.17 hrs, Volume= 0.062 af Outflow = 0.33 cfs @ 12.39 hrs, Volume= 0.062 af, Atten= 45%, Lag= 13.3 min Discarded = 0.15 cfs @ 12.39 hrs, Volume= 0.058 af Primary = 0.19 cfs @ 12.39 hrs, Volume= 0.003 af Routing by Dyn-Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 453.96' @ 12.39 hrs Surf.Area= 296 sf Storage= 618 cf Plug-Flow detention time= 26.2 min calculated for 0.062 af (100% of inflow) 176 Turkey Hill Road, Northampton Type III 24-hr 100-Year Rainfall=6.40"176 Turkey Hill Road 2.22.21 Printed 2/23/2021Prepared by Berkshire Design Group Page 71HydroCAD® 10.00-15 s/n 00752 © 2015 HydroCAD Software Solutions LLC Center-of-Mass det. time= 26.2 min ( 777.0 - 750.9 ) Volume Invert Avail.Storage Storage Description #1 451.00' 270 cf 4.00'W x 74.00'L x 4.00'H Prismatoid 1,184 cf Overall - 509 cf Embedded = 675 cf x 40.0% Voids #2 451.50' 509 cf 36.0" Round Pipe Storage Inside #1 L= 72.0' 779 cf Total Available Storage Device Routing Invert Outlet Devices #1 Primary 453.75'12.0" Round Culvert L= 75.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 453.75' / 453.00' S= 0.0100 '/' Cc= 0.900 n= 0.012, Flow Area= 0.79 sf #2 Discarded 451.00'8.270 in/hr Exfiltration over Wetted area Conductivity to Groundwater Elevation = 0.00' Phase-In= 0.01' Discarded OutFlow Max=0.15 cfs @ 12.39 hrs HW=453.96' (Free Discharge) 2=Exfiltration ( Controls 0.15 cfs) Primary OutFlow Max=0.19 cfs @ 12.39 hrs HW=453.96' TW=441.39' (Dynamic Tailwater) 1=Culvert (Inlet Controls 0.19 cfs @ 1.56 fps) Single Family Residence February 22, 2021 176 Turkey Hill Road, Northampton, Massachusetts Stormwater Drainage Report The Berkshire Design Group, Inc. Appendix B – Soils Information Soil Map—Hampshire County, Massachusetts, Central Part (176 Turkey Hill Rd.) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 11/3/2020 Page 1 of 34686140468623046863204686410468650046865904686680468623046863204686410468650046865904686680687050687140687230687320687410687500687590687680687770687860 687050 687140 687230 687320 687410 687500 687590 687680 687770 687860 42° 18' 36'' N 72° 43' 51'' W42° 18' 36'' N72° 43' 13'' W42° 18' 18'' N 72° 43' 51'' W42° 18' 18'' N 72° 43' 13'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0 150 300 600 900 Feet 0 50 100 200 300 Meters Map Scale: 1:4,000 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:15,800. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Hampshire County, Massachusetts, Central Part Survey Area Data: Version 15, Jun 9, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Sep 29, 2013—Oct 16, 2016 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Soil Map—Hampshire County, Massachusetts, Central Part (176 Turkey Hill Rd.) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 11/3/2020 Page 2 of 3 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 31A Walpole sandy loam, 0 to 3 percent slopes 3.8 5.0% 253C Hinckley loamy sand, 8 to 15 percent slopes 27.7 36.5% 306B Paxton fine sandy loam, 0 to 8 percent slopes, very stony 4.4 5.8% 306C Paxton fine sandy loam, 8 to 15 percent slopes, very stony 11.8 15.5% 306D Paxton fine sandy loam, 15 to 25 percent slopes, very stony 9.1 12.0% 311C Woodbridge fine sandy loam, 8 to 15 percent slopes, very stony 16.7 21.9% 406B Charlton fine sandy loam, 3 to 8 percent slopes, very stony 2.0 2.6% 600 Pits, gravel 0.0 0.0% 711E Charlton-Rock outcrop-Hollis complex, steep 0.5 0.7% Totals for Area of Interest 75.9 100.0% Soil Map—Hampshire County, Massachusetts, Central Part 176 Turkey Hill Rd. Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 11/3/2020 Page 3 of 3 Hydrologic Soil Group—Hampshire County, Massachusetts, Central Part (176 Turkey Hill Rd. HSG) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 11/3/2020 Page 1 of 44686140468623046863204686410468650046865904686680468623046863204686410468650046865904686680687050687140687230687320687410687500687590687680687770687860 687050 687140 687230 687320 687410 687500 687590 687680 687770 687860 42° 18' 36'' N 72° 43' 51'' W42° 18' 36'' N72° 43' 13'' W42° 18' 18'' N 72° 43' 51'' W42° 18' 18'' N 72° 43' 13'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0 150 300 600 900 Feet 0 50 100 200 300 Meters Map Scale: 1:4,000 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:15,800. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Hampshire County, Massachusetts, Central Part Survey Area Data: Version 15, Jun 9, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Sep 29, 2013—Oct 16, 2016 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydrologic Soil Group—Hampshire County, Massachusetts, Central Part (176 Turkey Hill Rd. HSG) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 11/3/2020 Page 2 of 4 Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 31A Walpole sandy loam, 0 to 3 percent slopes B/D 3.8 5.0% 253C Hinckley loamy sand, 8 to 15 percent slopes A 27.7 36.5% 306B Paxton fine sandy loam, 0 to 8 percent slopes, very stony C 4.4 5.8% 306C Paxton fine sandy loam, 8 to 15 percent slopes, very stony C 11.8 15.5% 306D Paxton fine sandy loam, 15 to 25 percent slopes, very stony C 9.1 12.0% 311C Woodbridge fine sandy loam, 8 to 15 percent slopes, very stony C/D 16.7 21.9% 406B Charlton fine sandy loam, 3 to 8 percent slopes, very stony B 2.0 2.6% 600 Pits, gravel 0.0 0.0% 711E Charlton-Rock outcrop- Hollis complex, steep 0.5 0.7% Totals for Area of Interest 75.9 100.0% Hydrologic Soil Group—Hampshire County, Massachusetts, Central Part 176 Turkey Hill Rd. HSG Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 11/3/2020 Page 3 of 4 Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Hydrologic Soil Group—Hampshire County, Massachusetts, Central Part 176 Turkey Hill Rd. HSG Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 11/3/2020 Page 4 of 4 Note: This soil evaluation has been performed for the purpose of stormwater management design, and shall not be used for purposes related to Title 5 and/or soil suitability assessments for on-site sewage disposal. 4 Allen Place, Northampton, MA 01060 (413) 582-7000 bdg@berkshiredesign.com Berkshire Design Group Soil Evaluation Location Address or Lot No. 176 Turkey Hill Road, Northampton, MA Performed By Lucy Conley, P.E. Deep Hole Number 1 Date 11/4/20 Time 12:35 PM Weather Sunny – 50 Location Description (See Plan) East side of driveway at intersection with Turkey Hill Road Land Use Wooded edge Slope (%) 5 Surface Elevation at Hole 415 Vegetation Hemlock and white oak Surface Stones yes Soil Parent Material Sandy and gravelly glaciofluvial deposits Landform outwash Position on Landscape (SU, SH, BS, FS, TS) FS Distances from: Open Water Body - Feet Drainage way - Feet Wetlands 110 Feet Property Line 10 Feet Drinking Water Well - Feet Other - Unsuitable Materials Present: ☐ Yes ☒ No If Yes: ☐ Disturbed Soil/Fill ☐ Weathered/Fractured Rock ☐Bedrock Soil Log Depth (in) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Coarse Fragments % by Volume Soil Structure Soil Consistence Other Depth Color % Gravel Cobbles & Stones 0-6 O/A Forest litter 10 YR 3/1 - - Granular friable 6-32 Bw SL 7.5 YR 5/6 10 5 Massive friable 32-96 C Coarse sand and gravel 7.5 YR 5/6 40 10-30 Single grain loose * Additional Notes: * more cobbly with depth – stained fingers (trace silt and clay content) – cobble of different materials and colors and shape Depth to Groundwater Weeping from Pit Face None Standing Water None Mottling none ESHGW Depth > 8’ ESHGW Elev. 407 Frimpter? ☐ Yes (Attach Sheet) ☒ No Note: This soil evaluation has been performed for the purpose of stormwater management design, and shall not be used for purposes related to Title 5 and/or soil suitability assessments for on-site sewage disposal. 4 Allen Place, Northampton, MA 01060 (413) 582-7000 bdg@berkshiredesign.com Berkshire Design Group Soil Evaluation Location Address or Lot No. 176 Turkey Hill Road, Northampton, MA Performed By Lucy Conley, P.E. Deep Hole Number 2 Date 11/4/20 Time 11:50 AM Weather Sunny – 50 Location Description (See Plan) East of driveway – 1/2 way down-off set from ex. swale Land Use Wooded edge Slope (%) 5 Surface Elevation at Hole 431 Vegetation White pine/understory Surface Stones - Soil Parent Material Sandy and gravelly glaciofluvial deposits Landform Outwash Position on Landscape (SU, SH, BS, FS, TS) SH to FS Distances from: Open Water Body - Feet Drainage way - Feet Wetlands 110 Feet Property Line - Feet Drinking Water Well 65 Feet Other - Unsuitable Materials Present: ☐ Yes ☒ No If Yes: ☐ Disturbed Soil/Fill ☐ Weathered/Fractured Rock ☐Bedrock Soil Log Depth (in) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Coarse Fragments % by Volume Soil Structure Soil Consistence Other Depth Color % Gravel Cobbles & Stones 0-3 O/A Forest litter 7.5 YR 3/2 - - Granular friable 3-20 Bw SL 7.5 YR 5/6 - - Massive friable 20-40 C1 sand and gravel 7.5 YR 5/6 20 50 Single grain loose * 20-96 C2 sand and gravel 7.5 YR 5/6 30 10 Single grain Loose * Additional Notes: Sampled hole behind ex. driveway swale * Lens of fine sand at 40-44 but not consistent throughout pit – sand and gravel also contained some silt and clay (stained fingers) Left hole open until 1:10 PM – no change – no groundwater Depth to Groundwater Weeping from Pit Face None Standing Water None Mottling none ESHGW Depth > 8’ ESHGW Elev. 423 Frimpter? ☐ Yes (Attach Sheet) ☒ No Note: This soil evaluation has been performed for the purpose of stormwater management design, and shall not be used for purposes related to Title 5 and/or soil suitability assessments for on-site sewage disposal. 4 Allen Place, Northampton, MA 01060 (413) 582-7000 bdg@berkshiredesign.com Berkshire Design Group Soil Evaluation Location Address or Lot No. 176 Turkey Hill Road, Northampton, MA Performed By Lucy Conley, P.E. Deep Hole Number 3 Date 11/4/20 Time 11:20 AM Weather Sunny – 40s Location Description (See Plan) West of driveway Land Use Wooded area Slope (%) 5 Surface Elevation at Hole 458 Vegetation Understory Surface Stones yes Soil Parent Material Coarse till or Sandy and gravelly glaciofluvial deposits Landform Hill or outwash Position on Landscape (SU, SH, BS, FS, TS) SH to FS Distances from: Open Water Body - Feet Drainage way - Feet Wetlands 110 Feet Property Line - Feet Drinking Water Well 65 (ex. well to be abandoned) Feet Other - Unsuitable Materials Present: ☐ Yes ☒ No If Yes: ☐ Disturbed Soil/Fill ☐ Weathered/Fractured Rock ☐Bedrock Soil Log Depth (in) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Coarse Fragments % by Volume Soil Structure Soil Consistence Other Depth Color % Gravel Cobbles & Stones 0-10 A SL 10 YR 4/2 - - Granular friable 10-30 Bw SL 10 YR 6/6 5 - Massive friable 30-96 C Sand & gravel/ cobble w/ silt 7.5 YR 5/6 20 50 Single grain loose * Additional Notes: * Sand and gravel with lots of cobble – small amounts of silt and clay (stained fingers) Hole was left open and there was no change after 2-3 hours. Depth to Groundwater Weeping from Pit Face None Standing Water None Mottling none ESHGW Depth >8’ ESHGW Elev. 450 Frimpter? ☐ Yes (Attach Sheet) ☒ No Note: This soil evaluation has been performed for the purpose of stormwater management design, and shall not be used for purposes related to Title 5 and/or soil suitability assessments for on-site sewage disposal. 4 Allen Place, Northampton, MA 01060 (413) 582-7000 bdg@berkshiredesign.com Berkshire Design Group Soil Evaluation Location Address or Lot No. 176 Turkey Hill Road, Northampton, MA Performed By Lucy Conley, P.E. Deep Hole Number 4 Date 11/4/20 Time 10:40 AM Weather Sunny – 40’s Location Description (See Plan) North of ex. house – east of driveway Land Use Access to basement door/ in cut Slope (%) 2 Surface Elevation at Hole 462 Vegetation None - gravel Surface Stones no Soil Parent Material Sandy and gravelly glaciofluvial deposits Landform outwash Position on Landscape (SU, SH, BS, FS, TS) FS Distances from: Open Water Body - Feet Drainage way - Feet Wetlands - Feet Property Line - Feet Drinking Water Well - Feet Other - Unsuitable Materials Present: ☒ Yes ☐ No If Yes: ☒ Disturbed Soil/Fill ☐ Weathered/Fractured Rock ☐Bedrock Soil Log Depth (in) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Coarse Fragments % by Volume Soil Structure Soil Consistence Other Depth Color % Gravel Cobbles & Stones 0-3 Fill/ leaf litter Gravel - - - - - 3-32 C1 Sand 10 YR 6/3 5 - Single grain loose * 32-84 C2 Gravelly sand 10 YR 6/3 40 10 Single grain loose ** 84+ C3 Fine sand 10 YR 6/1 - - Single grain loose *** Additional Notes: * Fill? Some darker layers of sand ** 32-84 Gravelly sand w/ cobbles - clean *** at 84” found clean light gray fine sand – not able to go deeper since hole was caving in. Depth to Groundwater Weeping from Pit Face None Standing Water None Mottling none ESHGW Depth > 7’ ESHGW Elev. 455 Frimpter? ☐ Yes (Attach Sheet) ☒ No Note: This soil evaluation has been performed for the purpose of stormwater management design, and shall not be used for purposes related to Title 5 and/or soil suitability assessments for on-site sewage disposal. 4 Allen Place, Northampton, MA 01060 (413) 582-7000 bdg@berkshiredesign.com Berkshire Design Group Soil Evaluation Location Address or Lot No. 176 Turkey Hill Road, Northampton, MA Performed By Lucy Conley, P.E. Deep Hole Number 5 Date 11/4/20 Time 9:20 AM Weather Sunny – 30’s Location Description (See Plan) East border (NE of pr garage) Land Use Woods Slope (%) 8 Surface Elevation at Hole 457 Vegetation Wooded (red oak/hemlock) Surface Stones yes Soil Parent Material Sandy and gravelly glaciofluvial deposits Landform outwash Position on Landscape (SU, SH, BS, FS, TS) SH Distances from: Open Water Body - Feet Drainage way - Feet Wetlands - Feet Property Line 30 Feet Drinking Water Well - Feet Other - Unsuitable Materials Present: ☐ Yes ☒ No If Yes: ☐ Disturbed Soil/Fill ☐ Weathered/Fractured Rock ☐Bedrock Soil Log Depth (in) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Coarse Fragments % by Volume Soil Structure Soil Consistence Other Depth Color % Gravel Cobbles & Stones 0-6 O/A Organic/ SL 7.5 YR 2/1 - - Granular friable 6-30 Bw SL 7.5 YR 4/6 5 - Massive friable 20-38 C1 Gravelly sand 10 YR 5/6 50 - Single grain loose 38-45 C2 Gravelly sand w/ cobbles 10 YR 5/6 30 50 Single grain loose * 45-96 C3 Gravelly sand w/ cobbles 10 YR 6/2 20 30 Single grain loose ** Additional Notes: * Gravelly sand w/ cobbles – trace silt and clay (stained fingers) ** to 45” moist, then very dry to bottom of hole Depth to Groundwater Weeping from Pit Face None Standing Water None Mottling none ESHGW Depth > 8’ ESHGW Elev. 449 Frimpter? ☐ Yes (Attach Sheet) ☐ No Note: This soil evaluation has been performed for the purpose of stormwater management design, and shall not be used for purposes related to Title 5 and/or soil suitability assessments for on-site sewage disposal. 4 Allen Place, Northampton, MA 01060 (413) 582-7000 bdg@berkshiredesign.com Berkshire Design Group Soil Evaluation Location Address or Lot No. 176 Turkey Hill Road, Northampton, MA Performed By Lucy Conley, P.E. Deep Hole Number 6 Date 11/4/20 Time 10:10 AM Weather Sunny – 40’s Location Description (See Plan) Behind pr house close to East lot border Land Use Woods Slope (%) 8 Surface Elevation at Hole 445 Vegetation Wooded (red oak/hemlock) Surface Stones yes Soil Parent Material Sandy and gravelly glaciofluvial deposits Landform outwash Position on Landscape (SU, SH, BS, FS, TS) SH Distances from: Open Water Body - Feet Drainage way - Feet Wetlands - Feet Property Line 10 Feet Drinking Water Well - Feet Other - Unsuitable Materials Present: ☐ Yes ☒ No If Yes: ☐ Disturbed Soil/Fill ☐ Weathered/Fractured Rock ☐Bedrock Soil Log Depth (in) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Coarse Fragments % by Volume Soil Structure Soil Consistence Other Depth Color % Gravel Cobbles & Stones 0-3 O/A Organic/ SL 7.5 YR 2/1 - - Organic/ Granular friable 3-32 Bw SL 7.5 YR 6/6 5 - Massive friable 32-42 C1 Gravelly sand 7.5 YR 6/6 60 5 Single grain loose * 42-96 C2 Gravelly sand w/ cobbles 7.5 YR 7/2 40 5 Single grain loose ** Additional Notes: * 32-96 Gravelly sand w/ cobbles – some silt and clay (stained fingers) ** to 42” moist, then very dry to bottom of hole Depth to Groundwater Weeping from Pit Face None Standing Water None Mottling none ESHGW Depth >8’ ESHGW Elev. 437 Frimpter? ☐ Yes (Attach Sheet) ☒ No Note: This soil evaluation has been performed for the purpose of stormwater management design, and shall not be used for purposes related to Title 5 and/or soil suitability assessments for on-site sewage disposal. 4 Allen Place, Northampton, MA 01060 (413) 582-7000 bdg@berkshiredesign.com Berkshire Design Group Soil Evaluation Location Address or Lot No. 176 Turkey Hill Road, Northampton, MA Performed By Lucy Conley, P.E. Deep Hole Number 7 Date 11/4/20 Time 8:30 AM Weather 32 deg sunny Location Description (See Plan) Open yard area – NW of pr house Land Use Cleared area Slope (%) 5 Surface Elevation at Hole 463 Vegetation grass Surface Stones yes Soil Parent Material Till or Sandy and gravelly glaciofluvial deposits Landform Hill or outwash Position on Landscape (SU, SH, BS, FS, TS) FS Distances from: Open Water Body - Feet Drainage way - Feet Wetlands 55 Feet Property Line - Feet Drinking Water Well - Feet Other - Unsuitable Materials Present: ☐ Yes ☒ No If Yes: ☐ Disturbed Soil/Fill ☐ Weathered/Fractured Rock ☐Bedrock Soil Log Depth (in) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Coarse Fragments % by Volume Soil Structure Soil Consistence Other Depth Color % Gravel Cobbles & Stones 0-5 A SL 7.5 YR 3/4 - - Granular friable 5-20 Bw SL 7.5 YR 5/6 5 2 Massive friable 20-38 C1 Sand/coarse sand 10 YR 6/4 20 - Single grain loose * 38-46 C2 Sand /fine sand 10 YR 5/4 - - Single grain loose ** 46-108 C3 Gravelly sand 7.5 YR 5/6 40 10 Single grain loose *** Additional Notes: * Sand to gravelly sand – trace silt and clay (stained fingers) ** Sand and fine sand layer stained fingers – some Si/cl content *** Gravelly sand with cobbles, some silt/cl – aggregate all different colors. Left hole open all day – no groundwater Depth to Groundwater Weeping from Pit Face None Standing Water None Mottling none ESHGW Depth > 9’ ESHGW Elev. 454 Frimpter? ☐ Yes (Attach Sheet) ☒ No Note: This soil evaluation has been performed for the purpose of stormwater management design, and shall not be used for purposes related to Title 5 and/or soil suitability assessments for on-site sewage disposal. 4 Allen Place, Northampton, MA 01060 (413) 582-7000 bdg@berkshiredesign.com Berkshire Design Group Soil Evaluation Location Address or Lot No. 176 Turkey Hill Road, Northampton, MA Performed By Lucy Conley, P.E. Deep Hole Number 8 Date 11/4/20 Time 1:20 PM Weather Sunny – 50 Location Description (See Plan) North of ex. house – east of driveway Land Use Edge of driveway - wooded Slope (%) 5 Surface Elevation at Hole 459 Vegetation Wooded edge (white pine/ hemlock) Surface Stones yes Soil Parent Material Sandy and gravelly glaciofluvial deposits Landform outwash Position on Landscape (SU, SH, BS, FS, TS) FS Distances from: Open Water Body - Feet Drainage way - Feet Wetlands - Feet Property Line - Feet Drinking Water Well - Feet Other - Unsuitable Materials Present: ☒ Yes ☐ No If Yes: ☒ Disturbed Soil/Fill ☐ Weathered/Fractured Rock ☐Bedrock Soil Log Depth (in) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Coarse Fragments % by Volume Soil Structure Soil Consistence Other Depth Color % Gravel Cobbles & Stones 0-36 Fill LS - - - - - * 36-66 Bw SL 7.5 YR 5/6 - - Massive friable ** 66-108 C1 SL 10 YR 6/3 5 10 Massive friable *** Additional Notes: Additional test pit to confirm results of TP 4. * Fill was loamy sand but had layers of organics within. ** Buried B horizon *** Dry gray loamy sand to sandy loam with gravel and cobble and some silt and clay (stained fingers) Depth to Groundwater Weeping from Pit Face None Standing Water None Mottling none ESHGW Depth > 9’ ESHGW Elev. 450 Frimpter? ☐ Yes (Attach Sheet) ☒ No Single Family Residence February 22, 2021 176 Turkey Hill Road, Northampton, Massachusetts Stormwater Drainage Report The Berkshire Design Group, Inc. Appendix C – Proposed Stormwater Management System Operation & Maintenance Plan Single Family Residence February 22, 2021 176 Turkey Hill Road, Northampton, Massachusetts Stormwater Drainage Report 1 Proposed Operation & Maintenance Plan Stormwater Management During Construction The Contractor shall be responsible for inspection and maintenance during construction. At all times, siltation fabric fencing, stakes and hay bales sufficient to construct a sedimentation control barrier a minimum of 50 feet long will be stockpiled on the site in order to repair established barriers which may have been damaged or breached. An inspection of all erosion control and stormwater management systems shall be conducted by the Contractor at least once a week and during all rain storms until the completion of construction. In case of any noted breach or failure, the Contractor shall immediately make appropriate repairs to any erosion control system and notify the engineer of any problems involving stormwater management systems. A rain storm shall be defined as all or one of the following: · Any storm in which rain is predicted to last for twelve consecutive hours or more. · Any storm for which a flash flood watch or warning is issued. · Any single storm predicted to have a cumulative rainfall of greater than 1/2 inch. · Any storm not meeting the previous three thresholds but which would mark a third consecutive day of measurable rainfall. The Contractor shall also inspect the erosion control and stormwater management systems at times of significant increase in surface water runoff due to rapid thawing when the risk of failure of erosion control measures is significant. In such instances as remedial action is necessary, the Contractor shall repair any and all significant deficiencies in erosion control systems within two days. The Northampton Conservation Commission shall be notified of any significant failure of stormwater management systems & erosion and sediment control measures and shall be notified of any release of pollutants to a water body (stream, brook, pond, etc.). The Contractor shall remove the sediment from behind the face of the sedimentation control barrier when the accumulated sediment has reached one-half of the original installed height of the barrier. This project requires a NPDES General Permit for Stormwater Discharges from Constriction Activities. Contractor and Owner are responsible for finalizing a Stormwater Pollution Prevention Plan (SWPPP) and filing for the NDPES permit prior to the start of construction. All clearing, grading, drainage, construction, and development shall be conducted in strict accordance with the SWPPP. Single Family Residence February 22, 2021 176 Turkey Hill Road, Northampton, Massachusetts Stormwater Drainage Report 2 Post-Construction Stormwater Management System Owner: Linda Doucette-Ashman and Harvey Ashman 176 Turkey Hill Road Northampton, MA 01062 ldoucette31@gmail.com harvey.ashman@gmail.com Party Responsible for Operation & Maintenance: Linda Doucette-Ashman and Harvey Ashman 176 Turkey Hill Road Northampton, MA 01062 ldoucette31@gmail.com harvey.ashman@gmail.com Inspection & Maintenance Schedule: 1) Detention Basins (The following recommendations follow the MADEP Stormwater Policy guidelines.) Inspections a. Initial six months of use: Inspect infiltration basins after every major storm event. Examine for stabilization and function, including determination of the duration of water standing in the basin, any sediment erosion, excessive compaction of soils, or low spots. b. Twice per year: Examine basin for the following: differential settlement, cracking, erosion, leakage, condition of riprap, sediment accumulation, and health of turf. Any adverse conditions noted during any inspections shall be addressed by repair or reconsideration of design components. Weeding and General Maintenance Occasional weeding (1-2 times per year min.) shall be performed on the side slopes and basin bottom. Accumulated grass clippings and/or organic matter and trash and debris shall be removed. Any clogged surface areas can be loosened by deep tilling; tilled areas must be immediately re-vegetated. Tilling may be used in this manner for no more than two consecutive maintenance periods. Thereafter, sediment in the clogged areas shall be removed, liner material replaced, and vegetation re-established. Single Family Residence February 22, 2021 176 Turkey Hill Road, Northampton, Massachusetts Stormwater Drainage Report 3 Dredging/Sediment Removal Accumulated sediment shall be removed from the basin at five (5) year intervals, or as required to maintain the function of the stormwater management system as designed. During this process and until the disturbed sediment has settled, the outlet pipe shall be sealed so as to minimize the risk of conveying sediment beyond the basin. 2) Grass Level Lip Spreader The level lip spreader shall be inspected annually for sediment buildup and evidence of bypassing. It shall be cleaned by removing any sediment. After sediment is removed, the grass shall be replanted. Sediments shall be removed and disposed of in accordance with local, state and federal guidelines and regulations. Inspections shall identify any damage or signs of erosion within and adjacent to the level lip spreader, which shall be repaired immediately. It is recommended that sediment removal, if any, be performed after the completion of the spring snow melt. 3) Subsurface infiltration System A subsurface infiltration system, constructed from 3 ft. diameter perforated HDPE pipes and crushed stone, is designed to temporarily store excess runoff prior to infiltration and/or discharge. Proper maintenance of roof gutters and these structures will protect the integrity of the subsurface infiltration system. The subsurface infiltration system shall be inspected as noted below, and if any sediment is observed in the chambers, the owner should contact a professional engineer to evaluate the impact, recommend changes to the pre− treatment devices or maintenance procedures, and to determine if remedial action is necessary. If sediment is allowed to build up, it may be necessary to excavate and clean the pipes. Inspection / Maintenance Frequency The subsurface infiltration system must be cleaned and maintained. Underground systems may be maintained more cost effectively if these simple guidelines are followed. Inspection should be performed at a minimum of once per year. Cleaning should be done at the discretion of individuals responsible to maintain proper storage and flow. While maintenance can generally be performed year round, it should be scheduled during a relatively dry season. Pre-Inspection A post-installation inspection should be performed to allow the owner to measure the invert prior to accumulation of sediment. This survey will allow the monitoring of sediment build-up without requiring access to the subsurface infiltration system. Single Family Residence February 22, 2021 176 Turkey Hill Road, Northampton, Massachusetts Stormwater Drainage Report 4 The following is the recommended procedure for pre-inspections: 1) Locate the cover of the drain manhole connected to the subsurface infiltration system. The riser will typically be 24” in diameter or larger. 2) Remove the cover. 3) Insert a measuring device into the opening and make note to a point of reference on the stick or string. (This is done so that sediment build up can be determined in the future without having to enter the system.) Inspection / Maintenance The subsurface infiltration system should be inspected at a minimum of one time a year or after major rain events if necessary. The following is the recommended procedure to inspect system in service: 1) Locate the cover of the drain manhole connected to the subsurface infiltration system. The riser will typically be 24” in diameter or larger. 2) Remove the cover. 3) Observe for standing water if longer than 8 hours past the last major storm event. If water is observed, the owner should contact a professional engineer to evaluate the impact. 4) Measure the sediment buildup at each riser and cleanout location. Only certified confined space entry personnel having appropriate equipment should be permitted to enter the subsurface infiltration system. 5) Inspect each manifold, all laterals and outlet pipes for sediment build-up, obstructions or other problems. Obstructions should be removed immediately. 6) If measured sediment build-up is between 3” and 4”, cleaning should be considered. If sediment build-up exceeds 4”, cleaning should be performed at the earliest opportunity. A thorough cleaning of the system shall be performed by either manual methods or by a vacuum truck. 4) Bio Retention Areas The bio retention areas shall be inspected at least four times per year for sediment accumulation and signs of damage or erosion. Sediment shall be removed any time it has accumulated more than 1”. Sediment shall be removed annually, preferably during spring cleanup. At that time, sediment and the previous year’s mulch shall be removed and new mulch installed. Failure of the system to drain (ponding 48 hours after the end of the storm) shall result in inspection and cleaning. Sediments shall be removed and disposed of in accordance with local, state and federal guidelines and regulations. It is recommended that sediment removal be performed after the completion of the spring snow melt. Inspections shall identify any damage or signs of erosion within basins or the overflow berm. Damage shall be repaired immediately. Single Family Residence February 22, 2021 176 Turkey Hill Road, Northampton, Massachusetts Stormwater Drainage Report The Berkshire Design Group, Inc. Appendix D – Flood Plain Information FEMA Firmette Single Family Residence February 22, 2021 176 Turkey Hill Road, Northampton, Massachusetts Stormwater Drainage Report The Berkshire Design Group, Inc. Appendix E – NHESP Estimated and Priority Habitats 176 Turkey Hill Road Northampton, MA NHESP Priority Habitats Single Family Residence February 22, 2021 176 Turkey Hill Road, Northampton, Massachusetts Stormwater Drainage Report The Berkshire Design Group, Inc. Appendix F –TSS Removal Calculations VINSTRUCTIONS:Version 1, Automated: Mar. 4, 20081. In BMP Column, click on Blue Cell to Activate Drop Down Menu2. Select BMP from Drop Down Menu3. After BMP is selected, TSS Removal and other Columns are automatically completed.Location: B C D E FTSS Removal Starting TSS Amount RemainingBMP1Rate1Load* Removed (C*D) Load (D-E)Bioretention Area 0.901.00 0.90 0.100.000.10 0.00 0.100.000.10 0.00 0.100.000.10 0.00 0.100.000.10 0.00 0.10Total TSS Removal =90%Separate Form Needs to be Completed for Each Outlet or BMP TrainProject:176 Turkey Hill RoadPrepared By:Berkshire Design Grp*Equals remaining load from previous BMP (E)Date:2/22/2021which enters the BMPBio Retention Area #1TSS Removal Calculation WorksheetNon-automated TSS Calculation Sheetmust be used if Proprietary BMP Proposed1. From MassDEP Stormwater Handbook Vol. 1Mass. Dept. of Environmental Protection VINSTRUCTIONS:Version 1, Automated: Mar. 4, 20081. In BMP Column, click on Blue Cell to Activate Drop Down Menu2. Select BMP from Drop Down Menu3. After BMP is selected, TSS Removal and other Columns are automatically completed.Location: B C D E FTSS Removal Starting TSS Amount RemainingBMP1Rate1Load* Removed (C*D) Load (D-E)Bioretention Area 0.901.00 0.90 0.100.000.10 0.00 0.100.000.10 0.00 0.100.000.10 0.00 0.100.000.10 0.00 0.10Total TSS Removal =90%Separate Form Needs to be Completed for Each Outlet or BMP TrainProject:176 Turkey Hill RoadPrepared By:Berkshire Design Grp*Equals remaining load from previous BMP (E)Date:2/22/2021which enters the BMPBio Retention Area #2TSS Removal Calculation WorksheetNon-automated TSS Calculation Sheetmust be used if Proprietary BMP Proposed1. From MassDEP Stormwater Handbook Vol. 1Mass. Dept. of Environmental Protection Single Family Residence February 22, 2021 176 Turkey Hill Road, Northampton, Massachusetts Stormwater Drainage Report The Berkshire Design Group, Inc. Appendix G - Checklist for Stormwater Report 176 Turkey Hill Road Stormwater Checklist • 04/01/08 Stormwater Report Checklist • Page 1 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report A. Introduction Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. A Stormwater Report must be submitted with the Notice of Intent permit application to document compliance with the Stormwater Management Standards. The following checklist is NOT a substitute for the Stormwater Report (which should provide more substantive and detailed information) but is offered here as a tool to help the applicant organize their Stormwater Management documentation for their Report and for the reviewer to assess this information in a consistent format. As noted in the Checklist, the Stormwater Report must contain the engineering computations and supporting information set forth in Volume 3 of the Massachusetts Stormwater Handbook. The Stormwater Report must be prepared and certified by a Registered Professional Engineer (RPE) licensed in the Commonwealth. The Stormwater Report must include: · The Stormwater Checklist completed and stamped by a Registered Professional Engineer (see page 2) that certifies that the Stormwater Report contains all required submittals.1 This Checklist is to be used as the cover for the completed Stormwater Report. · Applicant/Project Name · Project Address · Name of Firm and Registered Professional Engineer that prepared the Report · Long-Term Pollution Prevention Plan required by Standards 4-6 · Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan required by Standard 82 · Operation and Maintenance Plan required by Standard 9 In addition to all plans and supporting information, the Stormwater Report must include a brief narrative describing stormwater management practices, including environmentally sensitive site design and LID techniques, along with a diagram depicting runoff through the proposed BMP treatment train. Plans are required to show existing and proposed conditions, identify all wetland resource areas, NRCS soil types, critical areas, Land Uses with Higher Potential Pollutant Loads (LUHPPL), and any areas on the site where infiltration rate is greater than 2.4 inches per hour. The Plans shall identify the drainage areas for both existing and proposed conditions at a scale that enables verification of supporting calculations. As noted in the Checklist, the Stormwater Management Report shall document compliance with each of the Stormwater Management Standards as provided in the Massachusetts Stormwater Handbook. The soils evaluation and calculations shall be done using the methodologies set forth in Volume 3 of the Massachusetts Stormwater Handbook. To ensure that the Stormwater Report is complete, applicants are required to fill in the Stormwater Report Checklist by checking the box to indicate that the specified information has been included in the Stormwater Report. If any of the information specified in the checklist has not been submitted, the applicant must provide an explanation. The completed Stormwater Report Checklist and Certification must be submitted with the Stormwater Report. 1 The Stormwater Report may also include the Illicit Discharge Compliance Statement required by Standard 10. If not included in the Stormwater Report, the Illicit Discharge Compliance Statement must be submitted prior to the discharge of stormwater runoff to the post-construction best management practices. 2 For some complex projects, it may not be possible to include the Construction Period Erosion and Sedimentation Control Plan in the Stormwater Report. In that event, the issuing authority has the discretion to issue an Order of Conditions that approves the project and includes a condition requiring the proponent to submit the Construction Period Erosion and Sedimentation Control Plan before commencing any land disturbance activity on the site. 176 Turkey Hill Road Stormwater Checklist • 04/01/08 Stormwater Report Checklist • Page 2 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report B. Stormwater Checklist and Certification The following checklist is intended to serve as a guide for applicants as to the elements that ordinarily need to be addressed in a complete Stormwater Report. The checklist is also intended to provide conservation commissions and other reviewing authorities with a summary of the components necessary for a comprehensive Stormwater Report that addresses the ten Stormwater Standards. Note: Because stormwater requirements vary from project to project, it is possible that a complete Stormwater Report may not include information on some of the subjects specified in the Checklist. If it is determined that a specific item does not apply to the project under review, please note that the item is not applicable (N.A.) and provide the reasons for that determination. A complete checklist must include the Certification set forth below signed by the Registered Professional Engineer who prepared the Stormwater Report. Registered Professional Engineer’s Certification I have reviewed the Stormwater Report, including the soil evaluation, computations, Long-term Pollution Prevention Plan, the Construction Period Erosion and Sedimentation Control Plan (if included), the Long- term Post-Construction Operation and Maintenance Plan, the Illicit Discharge Compliance Statement (if included) and the plans showing the stormwater management system, and have determined that they have been prepared in accordance with the requirements of the Stormwater Management Standards as further elaborated by the Massachusetts Stormwater Handbook. I have also determined that the information presented in the Stormwater Checklist is accurate and that the information presented in the Stormwater Report accurately reflects conditions at the site as of the date of this permit application. Registered Professional Engineer Block and Signature Signature and Date Checklist Project Type: Is the application for new development, redevelopment, or a mix of new and redevelopment? New development Redevelopment Mix of New Development and Redevelopment 176 Turkey Hill Road Stormwater Checklist • 04/01/08 Stormwater Report Checklist • Page 3 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) LID Measures: Stormwater Standards require LID measures to be considered. Document what environmentally sensitive design and LID Techniques were considered during the planning and design of the project: No disturbance to any Wetland Resource Areas Site Design Practices (e.g. clustered development, reduced frontage setbacks) Reduced Impervious Area (Redevelopment Only) Minimizing disturbance to existing trees and shrubs LID Site Design Credit Requested: Credit 1 Credit 2 Credit 3 Use of “country drainage” versus curb and gutter conveyance and pipe Bioretention Cells (includes Rain Gardens) Constructed Stormwater Wetlands (includes Gravel Wetlands designs) Treebox Filter Water Quality Swale Grass Channel Green Roof Other (describe): Standard 1: No New Untreated Discharges No new untreated discharges Outlets have been designed so there is no erosion or scour to wetlands and waters of the Commonwealth Supporting calculations specified in Volume 3 of the Massachusetts Stormwater Handbook included. 176 Turkey Hill Road Stormwater Checklist • 04/01/08 Stormwater Report Checklist • Page 4 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 2: Peak Rate Attenuation Standard 2 waiver requested because the project is located in land subject to coastal storm flowage and stormwater discharge is to a wetland subject to coastal flooding. Evaluation provided to determine whether off-site flooding increases during the 100-year 24-hour storm. Calculations provided to show that post-development peak discharge rates do not exceed pre- development rates for the 2-year and 10-year 24-hour storms. If evaluation shows that off-site flooding increases during the 100-year 24-hour storm, calculations are also provided to show that post-development peak discharge rates do not exceed pre-development rates for the 100-year 24- hour storm. Standard 3: Recharge Soil Analysis provided. Required Recharge Volume calculation provided. Required Recharge volume reduced through use of the LID site Design Credits. Sizing the infiltration, BMPs is based on the following method: Check the method used. Static Simple Dynamic Dynamic Field1 Runoff from all impervious areas at the site discharging to the infiltration BMP. Runoff from all impervious areas at the site is not discharging to the infiltration BMP and calculations are provided showing that the drainage area contributing runoff to the infiltration BMPs is sufficient to generate the required recharge volume. Recharge BMPs have been sized to infiltrate the Required Recharge Volume. Recharge BMPs have been sized to infiltrate the Required Recharge Volume only to the maximum extent practicable for the following reason: Site is comprised solely of C and D soils and/or bedrock at the land surface M.G.L. c. 21E sites pursuant to 310 CMR 40.0000 Solid Waste Landfill pursuant to 310 CMR 19.000 Project is otherwise subject to Stormwater Management Standards only to the maximum extent practicable. Calculations showing that the infiltration BMPs will drain in 72 hours are provided. Property includes a M.G.L. c. 21E site or a solid waste landfill and a mounding analysis is included. 1 80% TSS removal is required prior to discharge to infiltration BMP if Dynamic Field method is used. 176 Turkey Hill Road Stormwater Checklist • 04/01/08 Stormwater Report Checklist • Page 5 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 3: Recharge (continued) The infiltration BMP is used to attenuate peak flows during storms greater than or equal to the 10- year 24-hour storm and separation to seasonal high groundwater is less than 4 feet and a mounding analysis is provided. Documentation is provided showing that infiltration BMPs do not adversely impact nearby wetland resource areas. Standard 4: Water Quality The Long-Term Pollution Prevention Plan typically includes the following: · Good housekeeping practices; · Provisions for storing materials and waste products inside or under cover; · Vehicle washing controls; · Requirements for routine inspections and maintenance of stormwater BMPs; · Spill prevention and response plans; · Provisions for maintenance of lawns, gardens, and other landscaped areas; · Requirements for storage and use of fertilizers, herbicides, and pesticides; · Pet waste management provisions; · Provisions for operation and management of septic systems; · Provisions for solid waste management; · Snow disposal and plowing plans relative to Wetland Resource Areas; · Winter Road Salt and/or Sand Use and Storage restrictions; · Street sweeping schedules; · Provisions for prevention of illicit discharges to the stormwater management system; · Documentation that Stormwater BMPs are designed to provide for shutdown and containment in the event of a spill or discharges to or near critical areas or from LUHPPL; · Training for staff or personnel involved with implementing Long-Term Pollution Prevention Plan; · List of Emergency contacts for implementing Long-Term Pollution Prevention Plan. A Long-Term Pollution Prevention Plan is attached to Stormwater Report and is included as an attachment to the Wetlands Notice of Intent. Treatment BMPs subject to the 44% TSS removal pretreatment requirement and the one inch rule for calculating the water quality volume are included, and discharge: is within the Zone II or Interim Wellhead Protection Area is near or to other critical areas is within soils with a rapid infiltration rate (greater than 2.4 inches per hour) involves runoff from land uses with higher potential pollutant loads. The Required Water Quality Volume is reduced through use of the LID site Design Credits. Calculations documenting that the treatment train meets the 80% TSS removal requirement and, if applicable, the 44% TSS removal pretreatment requirement, are provided. 176 Turkey Hill Road Stormwater Checklist • 04/01/08 Stormwater Report Checklist • Page 6 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 4: Water Quality (continued) The BMP is sized (and calculations provided) based on: The ½” or 1” Water Quality Volume or The equivalent flow rate associated with the Water Quality Volume and documentation is provided showing that the BMP treats the required water quality volume. The applicant proposes to use proprietary BMPs, and documentation supporting use of proprietary BMP and proposed TSS removal rate is provided. This documentation may be in the form of the propriety BMP checklist found in Volume 2, Chapter 4 of the Massachusetts Stormwater Handbook and submitting copies of the TARP Report, STEP Report, and/or other third party studies verifying performance of the proprietary BMPs. A TMDL exists that indicates a need to reduce pollutants other than TSS and documentation showing that the BMPs selected are consistent with the TMDL is provided. Standard 5: Land Uses With Higher Potential Pollutant Loads (LUHPPLs) The NPDES Multi-Sector General Permit covers the land use and the Stormwater Pollution Prevention Plan (SWPPP) has been included with the Stormwater Report. The NPDES Multi-Sector General Permit covers the land use and the SWPPP will be submitted prior to the discharge of stormwater to the post-construction stormwater BMPs. The NPDES Multi-Sector General Permit does not cover the land use. LUHPPLs are located at the site and industry specific source control and pollution prevention measures have been proposed to reduce or eliminate the exposure of LUHPPLs to rain, snow, snow melt and runoff, and been included in the long term Pollution Prevention Plan. All exposure has been eliminated. All exposure has not been eliminated and all BMPs selected are on MassDEP LUHPPL list. The LUHPPL has the potential to generate runoff with moderate to higher concentrations of oil and grease (e.g. all parking lots with >1000 vehicle trips per day) and the treatment train includes an oil grit separator, a filtering bioretention area, a sand filter or equivalent. Standard 6: Critical Areas The discharge is near or to a critical area and the treatment train includes only BMPs that MassDEP has approved for stormwater discharges to or near that particular class of critical area. Critical areas and BMPs are identified in the Stormwater Report. 176 Turkey Hill Road Stormwater Checklist • 04/01/08 Stormwater Report Checklist • Page 7 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 7: Redevelopments and Other Projects Subject to the Standards only to the maximum extent practicable The project is subject to the Stormwater Management Standards only to the maximum Extent Practicable as a: Limited Project Small Residential Projects: 5-9 single family houses or 5-9 units in a multi-family development provided there is no discharge that may potentially affect a critical area. Small Residential Projects: 2-4 single family houses or 2-4 units in a multi-family development with a discharge to a critical area Marina and/or boatyard provided the hull painting, service and maintenance areas are protected from exposure to rain, snow, snow melt and runoff Bike Path and/or Foot Path Redevelopment Project Redevelopment portion of mix of new and redevelopment. Certain standards are not fully met (Standard No. 1, 8, 9, and 10 must always be fully met) and an explanation of why these standards are not met is contained in the Stormwater Report. The project involves redevelopment and a description of all measures that have been taken to improve existing conditions is provided in the Stormwater Report. The redevelopment checklist found in Volume 2 Chapter 3 of the Massachusetts Stormwater Handbook may be used to document that the proposed stormwater management system (a) complies with Standards 2, 3 and the pretreatment and structural BMP requirements of Standards 4-6 to the maximum extent practicable and (b) improves existing conditions. Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan must include the following information: · Narrative; · Construction Period Operation and Maintenance Plan; · Names of Persons or Entity Responsible for Plan Compliance; · Construction Period Pollution Prevention Measures; · Erosion and Sedimentation Control Plan Drawings; · Detail drawings and specifications for erosion control BMPs, including sizing calculations; · Vegetation Planning; · Site Development Plan; · Construction Sequencing Plan; · Sequencing of Erosion and Sedimentation Controls; · Operation and Maintenance of Erosion and Sedimentation Controls; · Inspection Schedule; · Maintenance Schedule; · Inspection and Maintenance Log Form. A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan containing the information set forth above has been included in the Stormwater Report. 176 Turkey Hill Road Stormwater Checklist • 04/01/08 Stormwater Report Checklist • Page 8 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control (continued) The project is highly complex and information is included in the Stormwater Report that explains why it is not possible to submit the Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan with the application. A Construction Period Pollution Prevention and Erosion and Sedimentation Control has not been included in the Stormwater Report but will be submitted before land disturbance begins. The project is not covered by a NPDES Construction General Permit. The project is covered by a NPDES Construction General Permit and a copy of the SWPPP is in the Stormwater Report. The project is covered by a NPDES Construction General Permit but no SWPPP been submitted. The SWPPP will be submitted BEFORE land disturbance begins. Standard 9: Operation and Maintenance Plan The Post Construction Operation and Maintenance Plan is included in the Stormwater Report and includes the following information: Name of the stormwater management system owners; Party responsible for operation and maintenance; Schedule for implementation of routine and non-routine maintenance tasks; Plan showing the location of all stormwater BMPs maintenance access areas; Description and delineation of public safety features; Estimated operation and maintenance budget; and Operation and Maintenance Log Form. The responsible party is not the owner of the parcel where the BMP is located and the Stormwater Report includes the following submissions: A copy of the legal instrument (deed, homeowner’s association, utility trust or other legal entity) that establishes the terms of and legal responsibility for the operation and maintenance of the project site stormwater BMPs; A plan and easement deed that allows site access for the legal entity to operate and maintain BMP functions. Standard 10: Prohibition of Illicit Discharges The Long-Term Pollution Prevention Plan includes measures to prevent illicit discharges; An Illicit Discharge Compliance Statement is attached; NO Illicit Discharge Compliance Statement is attached but will be submitted prior to the discharge of any stormwater to post-construction BMPs. Single Family Residence February 22, 2021 176 Turkey Hill Road, Northampton, Massachusetts Stormwater Drainage Report The Berkshire Design Group, Inc. Figure 1 Pre- Development Drainage Area Plan Figure 2 Post- Development Drainage Area Plan Single Family Residence February 22, 2021 176 Turkey Hill Road, Northampton, Massachusetts Stormwater Drainage Report The Berkshire Design Group, Inc. Figure 3 Pre- Development Ground Cover Plan Figure 4 Post- Development Ground Cover Plan Single Family Residence February 22, 2021 176 Turkey Hill Road, Northampton, Massachusetts Stormwater Drainage Report The Berkshire Design Group, Inc. Figure 5A Demolition & Erosion Control Plan (Sheet 1 of 2) Figure 5B Demolition & Erosion Control Plan (Sheet 2 of 2) GRAVEL DIRT PATHSHED430 440450 450 460460 42045144043046045044046 0 460 450440410400460450440430420410Perc 1Perc 2HILLTURKEY ROADTrunk Line1612-21"CanadianHemlock1630-26"Red Oak1661-22.50"Red Oak1663-20.00" RemoveWhite Pine1641-20"Red Oak1662-22.50"White Pine1638-26.50"STRUCTURAL ISSUES1639-20.50"White Pine1637-25"White Pine1632-20"White Pine1631-26"White Pine1664-24"White Pine1629-13"Red Oak1633-12.5"Paper Birch1634-18.5"Hemlock1636-15.5"White Oak1635-11.5"Paper Birch1640-20"Hemlock1628-12.5"Hemlock1627-9.5"Hemlock1626-12"Hemlock1625-16.5"Hemlock1624-13.5"Hemlock1623-17"Hemlock1622-14"Hemlock1620-11"Hemlock1621-10"Hemlock1619-14"Hemlock1617-12.5"Hemlock1618-11"Paper Birch1616-16"Hemlock1615-11"SweetBirch1613-11"Red1609-15"Hemlock1610-16"Hemlock1611-24"Sweet Birch1608-10"Hemlock1607-10"Hemlock1606-11"Hemlock1605-15"Hemlock1604-15"Hemlock1603-14.5"Sweet Birch1602-15.5"Hemlock1601-18"Hemlock1666-22"Red Oak1667-21"White PineF1 F5 HW20 HW19 HW18 HW17 HW 16 HW 15 HW14 HW13 HW12 F2 F4 HW21HW23HW22HW24HW27HW28 HW292F52F62F72F82F92F102F42F3 2F2 2F1 G14 G13 G12 F3INNER 100' of 200'RIVERFRONT AREAOUTER 100' of 200'RIVERFRONT AREANORTHAMPTON SC ZONE(SPECIAL CONSERVANCY ZONE )NORTHAMPTON RR ZONERURAL RESIDENTIAL ZONE )12" CCP10" PVC464OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW40' Front Setback40' Front Se tback 20' Side SetbackN 86°55'07" E 209.38'N 69°16'43" E 98.95'N 78°04'25" E 156.35'N 67°46 '51" E 120 .07 'N 71°23 '07" E 26 .87 'Checked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Web: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.c176 TURKEY HILL ROADNORTHAMPTON, MAPERMIT SETNOT FOR CONSTRUCTION02.25.2021RLGPH0'20'10'SCALE 1"=20'-0" (if printed full size @ 24" x 36")LC121DEMOLITION &EROSION CONTROLPLANS(Sheet 1 of 2)1" = 20'MATCH LINE LC122MATCH LINE LC122EXISTING DEGRADED GRAVEL DRIVEWAYTO REMOVEPROPERTY LINEPROPERTY LINEPROPERTY L INEEXISTING DAMAGED CONCRETE PIPE TOREMOVE & REPLACEEXISTING UTILITY POLES INDRIVEWAY TO REMAIN (TYPICAL)COORDINATE SERVICE WITH UTILITYCOMPANYEXISTING RIPRAP SWALE TO MODIFY WITH DRIVEWAY REDEVELOPMENTAND STORMWATER MANAGEMENTEXISTING SHED AND TREES TO REMAINSEPTIC PERCOLATION TEST LOCATION 115' x 50' MIN GRAVEL TRACKING PAD FLARE TO 25' WIDE AT ROADINTERSECTION WITH TURKEY HILL ROAD100' WETLAND BUFFER50' WETLAND BUFFEREXISTING DAMAGED PVC PIPE TO REMOVE &REPLACEPROPERTY LINELIMIT OFWORK LINEL IM I T O F WO R K L IN E PROTECT EXISTING TREE TO REMAINPROVIDE TREE PROTECTION FENCING AND HAND DIG WITHIN THEDRIPLINE WITHIN THE TREE CANOPYTREE TYPE PROTECTION-TYPE 1 CHAIN LINK FENCING PER NORTAMPTONTREE PROTECTION STANDARDSLIM IT OF WORKLINE LI M I T O F W O R K L I N E PROTECT EXISTING TREE TO REMAINPROVIDE TREE PROTECTION FENCINGTREE PROTECTION TYPE 1- NORTHAMPTONSTANDARDCHAINLINK FENCINGLIMIT OF WORK LINE REMOVE TREES # 1601, 1602, PER ARBORIST RECOMMENDATIONSREMOVE TREE # 1604 PER ARBORIST RECOMMENDATIONSPROTECT ADJACENT SWEET BIRCH PRIOR TO REMOVALTREE PROTECTION FENCINGTYPE 2- SNOW FENCINGTREE # 1663REMOVE PER ARBORIST RECOMMENDATIONSTREE # 1667REMOVE PER ARBORIST RECOMMENDATIONSDEMO EXISTING TREE # 1662, 22.5" WHITE PINEPROTECT EXISTINGTREE TO REMAINPROVIDE TREEPROTECTION FENCINGTREE PROTECTIONTYPE 1-NORTHAMPTONSTANDARDREMOVE TREES # 1607 TREE IS DEAD PER ARBORIST REVIEWREMOVE EXISTING TREE #1608, MOSTLY DEAD PER ARBORIST REVIEWREMOVE EXISTING DEAD TREES # 1609 and #1610 PER ARBORISTRECOMMENDATIONSREMOVE TREES #1620 and#1621 PER ARBORISTRECOMMENDATIONSTREE ID 1612HEMLOCK21"CALIPERTREE ID 1654WHITE PINE21"CALIPERTREE ID 1653WHITE PINE22.5" CALIPERTREE ID 1662WHITE PINE22.5"CALIPERTREE ID 1659WHITE PINE21" CALIPER* NOTE: TREE REMOVAL FOR DEVELOPMENT IS TOPROVIDE SOLAR ACCESS TO BUILDING ROOF,PROVIDE SPACE FOR SUBSURFACE STORAGE OFUTILITIES AND STORMWATER MANAGEMENTTOTAL CALIPER OF TREES REMOVED =108" CALIPERTHEREFORE REPLACEMENT TREE CALIPER ORMONETARY EQUIVALENT = 54" CALIPERSUMMARY OF NORTHAMPTONSIGNIFICANT TREES(20" CALIPER OR GREATER) TO REMOVE DUETO CONSTRUCTIONEXISTING DAMAGED CONCRETE PIPE TOREMOVE & REPLACECONSTRUCTION FENCING AND LOCKABLE GATE AT DRIVEWAY ENTRANCEAPPROXIMATE LOCATION OF LARGE BOULDER TO REMAIN ON SITEAPPROXIMATE LOCATION OF LARGE BOULDER TO REMAIN ON SITEREUSE EXISTING BOULDERS ON SITECLEAR AND GRUB AREASWITHIN THE LIMIT OF WORKWORK WITHIN EXISTINGTREES TO REMAIN TO BE DONEBY HANDREMOVE TREE # 162913" Red Oak for newBioretention BasinREMOVE TREE #1627 and TREE#1628 PER ARBORISTRECOMMENDATIONSREMOVE TREE #1628 DUETO GRADING IN DRIP LINEPROTECT EXISTING SWEET BIRCH TREE1. Prior to any site clearing, the contractor to stake the limit of work like and put in place treeprotection fencing for any trees to remain and provide erosion control barriers.2. Prior to any site clearning, the contractor shall schedule a site visit with the Tree Wardenand the Landscape Architect to review the limit of work line and tree protection fencing priorto proceeding with the proposed scope of work.3. The Contractor shall be responsible for a thorough site examination to determine theextent of demolition necessary to prepare the site for construction and shall verify all items tobe demolished or salvaged with the Landscape Architect prior to beginning work.4. Care shall be taken not to damage any items designated to remain; repair or replacementof damaged items designated to remain shall be at the Contractors' expense.5. Disposal of property designated to be removed shall be at the direction of the LandscapeArchitect or Owner, and shall conform to all applicable laws and regulations. All salvagablematerial shall be delivered by the Contractor to storage areas designated by the LandscapeArchitect. Contractor shall remove all existing unsuitable materials from6. The Contractor shall protect existing trees to remain with 2"x 4"x 6'-0" stakes and snowfencing. Prior to removing trees, Contractor to notify Landscape Architect within 14 days forreview of all trees to remain and be removed.7. All topsoil shall be stripped from grass areas to be removed and stockpiled in an areadesignated by the Owner. The Contractor is responsible for all topsoil as needed to meet thespecifications.8. The Contractor may use temporary fencing to control the site during construction. Prior tothe finalization of the project, the Contractor shall remove all temporary fencing andbarricades.9. The locations of existing underground utilities are shown in an approximate way only basedon available data and all utilities may not be shown. Prior to construction, the contractor shallcontact Dig Safe at 1-800-322-4844 to request utilities to be marked on the ground. Thecontractor shall be responsible for determining the exact location of all existing utilities beforecommencing work. The contractor agrees to be fully responsible for any and all damageswhich might be occasioned by his/her failure to exactly locate and preserve any and allutilities.10. All boundary monuments shall be protected and/or preserved during demolition andconstruction. Should any boundary monument be destroyed and/or altered as a result ofdemolition and construction, it shall be the responsibility of the party incurring the damage toobtain the services of a professional land surveyor to replace and reset said monument.DEMOLITION AND EROSION CONTROLNOTESLIMIT OFWORKLINEPROVIDE EROSION CONTROL BARRIER BETWEENLIMIT OF DISTURBANCE AND DOWNSLOPE AREAS(TYPICAL)PROVIDE EROSION CONTROL BARRIER BETWEENLIMIT OF DISTURBANCE AND DOWNSLOPE AREAS(TYPICAL)NORTHAMPTONSIGNIFICANT TREE (20"CALIPER OR GREATER) TOREMOVE DUE TOCONSTRUCTIONTREE TO REMOVE PERRECOMMENDATION OFARBORISTTREE LESS THAN 20" CALIPERTO REMOVE DUE TOCONSTRUCTION ASSOCIATEDWITH PROJECT SCOPE Missing flag B491-1/2ST WDFRAMESHEDSHEDSHEDGRAVEL DRIVEWell Bordering Vegetated Wetland4604704 6 0 4 5 0 4 4 0 43042041046 0 450 Perc 2Hemlock1651-20.50"REMOVERed Maple1646-22"SugarMapleRed Oak1645-27.50" RemoveWhite Pine1642-34"1653-22.5"White Pine1659-21"White Pine1658-21"Black Oak1660-21.00"Red Maple1654-21"White Pine1655- 20" RemoveWhite Pine16"14"1644-17"Red Oak1643-17"White Oak1656-22"Red Oak1657-17.5"Hemlock1614-11.5"White Pine1652-17.5"Hemlock1647-10"Sassafras1648-8.5"PaperBirch1650-15.5"Hemlock1649-16"Hemlock1613-11"RedMaple1666-22"Red OakWETLANDBUFFER50-100'B29B18 WETLANDBUFFER 0'-50'B19B20 B21 B22 B23 B24 B25 B26B27B28 B31 B32 B33 B38 B39 B42 B46 B52 B57 B43 B53 A5 A6 A7 A8 A10 A12 A11 C4 C1 C11 C6 C5 A1 A2 C2 C3 B37 B35 B34 A14 A15 A16 D23D22D21D6D7A19 A18 D4 D2 D1 D30 D25 D24 D27 D29 B47 B48 B51 B50 B54 B55 B56 D5 D8D9D10D11D12D13D14D15 D16 D17D18 D19D20A31A30A29A28A27A26A25A24A23A22A21A20 C7C8 C9 C10 A4 A3 B44 B45 B41 B40 B36 B58 B30 4"Deciduous3"Deciduous46246546746846746746445910" PVC467464OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW WETLANDBUFFER50-100 ' WETLANDBUFFER 0 ' -50 '20' Side SetbackS 07°06'16" E 1155.40'Checked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Web: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.c176 TURKEY HILL ROADNORTHAMPTON, MAPERMIT SETNOT FOR CONSTRUCTION02.25.2021RLGPHLC122DEMOLITION &EROSION CONTROLPLANS(Sheet 2 of 2)1" = 20'0'20'10'SCALE 1"=20'-0" (if printed full size @ 24" x 36")MATCH LINE LC121MATCH LINE LC121PROPERTY LINESEPTIC PERCOLATION TEST LOCATION 2DEMO EXISTING STRUCTURES ON SITETYPICALREMOVE EXISTING SEPTIC STRUCTURE ANDASSOCIATED UTILITIESDEMO EXISTING HOUSE & SHED ANDDISCONNECT ALL UTILITIESEXISTING TRAIL TO REMAINREMOVE EXISTING TREE #1614, 11.5" WHITE PINEFOR STORMWATER IMPROVEMENTSEXISTING WELL TO DISCONNECT FROM EXISTING HOUSEDEMO EXISTING DEGRADED GRAVEL DRIVEWAYLIMIT OF WORK LINEPROVIDE EROSION CONTROL BARRIERS ALONG LIMIT OF WORK LINE100' WETLAND BUFFER50' WETLAND BUFFERWETLAND EDGE100' WETLAND BUFFER50' WETLAND BUFFERREMOVE EXISTING WOOD SHEDREMOVE TREE #1649 PER ARBORIST RECOMMENDATIONSREMOVE TREE #1651, PER ARBORIST RECOMMENDATIONSREMOVE TREE #1652 PER ARBORIST RECOMMENDATIONSREMOVE EXISTING TREES #1645, & # 1655PER ARBORIST RECOMMENDATIONSREMOVE DEBRIS PILE, SEED WITH EROSION CONTROL SEED MIXLIM ITOF WORK L INEEXISTING BOULDER TO REMAIN ON SITEEXISTING TRAIL CONNECTION TO REMAINSALVAGE EXISTING BOULDERS FOR REUSE ON SITEREMOVE EXISTING SHRUBSREMOVE EXISTING ORNAMENTAL TREESSALVAGE EXISTING BOULDERS FOR REUSE ONSITESALVAGE EXISTING BOULDER FORREUSE ON SITEREMOVE EXISTING VEGETATIONREMOVE EXISTING VEGETATIONREMOVE EXISTING VEGETATIONEXISTING LAWN TO REMAINREMOVE DEBRIS PILEREMOVE SMALL TREE/SHRUBEXISTING TRAIL CONNECTIONNORTHAMPTONSIGNIFICANT TREE (20"CALIPER OR GREATER) TOREMOVE DUE TOCONSTRUCTIONTREE TO REMOVE PERRECOMMENDATION OFARBORISTTREE LESS THAN 20" CALIPERTO REMOVE DUE TOCONSTRUCTION ASSOCIATEDWITH PROJECT SCOPEREMOVE TREE #1644, 17" OAK FORNEW STORMWATER MANAGEMENTREMOVE TREE # 1643, 17" OAK FORNEW STORMWATER MANAGEMENTLIMITOF WORK LINEEXISTING RIPRAP AND ARMORED SWALE TO REMOVESEE GRADING AND DRAINAGE PLANS FOR IMPROVEMENTSREMOVE THIS SECTION OF OVERHEAD ELECTRIC AND TELECOM LINEEXISTING ELECTRIC UTILITY POLEPROVIDE TREE PROTECTION FENCING TYPE 2- SNOW FENCINGPROVIDE EROSION CONTROL BARRIER BETWEENLIMIT OF DISTURBANCE AND DOWNSLOPE AREAS(TYPICAL)100' WETLAND BUFFER 176 Turkey Hill Road, Northampton, MA RDA Application 09.22.2020 4 Allen Place • Northampton, Massachusetts 01060 • t 413.582.7000 • f 413.582.7005 • bdg@berkshiredesign.com To: Sarah LaValley Conservation, Preservation and Land Use Planner Northampton Office of Planning and Sustainability From: Rachel Loeffler, RLA, ASLA, Berkshire Design Date: September 22, 2020 Project: 176 Turkey Hill Road Regarding: RDA to confirm resource areas and buffer zones prior to submitting a Notice of Intent Dear Sarah, Please find enclosed permit application materials for the Conservation Commission: 00-Trasmittal Cover Sheet 01-WPA Form for RDA 02-Existing Conditions Plan with wetlands and buffer zones as delineated by Ward Smith 03-Report by Ward Smith 04-Site Photos Cc: File, DEP Regional Office, Aelan Tierney, KRA, Ward Smith, City Clerk for City Records wpaform1.doc • rev. 7/27/2020 WPA Form 1 – Request for Determination of Applicability • Page 1 of 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 1- Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Northampton City/Town A. General Information Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. 1. Applicant: Harvey Ashman and Linda Doucette-Ashman Name harvey.ashman@gmail.com E-Mail Address 49 Woodstone Circle Mailing Address Short Hills City/Town NJ State 07078 Zip Code 914-656-3670 Phone Number Fax Number (if applicable) 2. Representative (if any): Berkshire Design Group Firm Rachel Loeffler Contact Name rachel@berkshiredesign.com E-Mail Address 4 Allen Place Mailing Address Northampton City/Town MA State 01060 Zip Code 413-582-7000 x119 Phone Number Fax Number (if applicable) B. Determinations 1. I request the Northampton Conservation Commission make the following determination(s). Check any that apply: a. whether the area depicted on plan(s) and/or map(s) referenced below is an area subject to jurisdiction of the Wetlands Protection Act. b. whether the boundaries of resource area(s) depicted on plan(s) and/or map(s) referenced below are accurately delineated. c. whether the work depicted on plan(s) referenced below is subject to the Wetlands Protection Act. d. whether the area and/or work depicted on plan(s) referenced below is subject to the jurisdiction of any municipal wetlands ordinance or bylaw of: Northampton Name of Municipality e. whether the following scope of alternatives is adequate for work in the Riverfront Area as depicted on referenced plan(s). wpaform1.doc • rev. 7/27/2020 WPA Form 1 – Request for Determination of Applicability • Page 2 of 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 1- Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Northampton City/Town C. Project Description 1. a. Project Location (use maps and plans to identify the location of the area subject to this request): 176 Turkey Hill Road Street Address Northampton City/Town 34 Assessors Map/Plat Number 016 Parcel/Lot Number b. Area Description (use additional paper, if necessary): Application seeks to confirm the resource areas as delineatied by Ward Smith Wetland Scientist June The findings by the Conservation Commission will serve as a basis for a subsequent Notice of Intent Application to be submitted at a later date. c. Plan and/or Map Reference(s): 01- Existing Conditions Survey And USGS Map Title 09.22.2020 Date Title Date Title Date 2. a. Work Description (use additional paper and/or provide plan(s) of work, if necessary): wpaform1.doc • rev. 7/27/2020 WPA Form 1 – Request for Determination of Applicability • Page 3 of 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 1- Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Northampton City/Town C. Project Description (cont.) b. Identify provisions of the Wetlands Protection Act or regulations which may exempt the applicant from having to file a Notice of Intent for all or part of the described work (use additional paper, if necessary). 3. a. If this application is a Request for Determination of Scope of Alternatives for work in the Riverfront Area, indicate the one classification below that best describes the project. Single family house on a lot recorded on or before 8/1/96 Single family house on a lot recorded after 8/1/96 Expansion of an existing structure on a lot recorded after 8/1/96 Project, other than a single-family house or public project, where the applicant owned the lot before 8/7/96 New agriculture or aquaculture project Public project where funds were appropriated prior to 8/7/96 Project on a lot shown on an approved, definitive subdivision plan where there is a recorded deed restriction limiting total alteration of the Riverfront Area for the entire subdivision Residential subdivision; institutional, industrial, or commercial project Municipal project District, county, state, or federal government project Project required to evaluate off-site alternatives in more than one municipality in an Environmental Impact Report under MEPA or in an alternatives analysis pursuant to an application for a 404 permit from the U.S. Army Corps of Engineers or 401 Water Quality Certification from the Department of Environmental Protection. b. Provide evidence (e.g., record of date subdivision lot was recorded) supporting the classification above (use additional paper and/or attach appropriate documents, if necessary.) 176 Turkey Hill Road Site Photos EXISTING DRIVEWAY LOOKING SOUTH EXISTING HOUSE, DRIVE, AND LAWN LOOKING NORTH 176 Turkey Hill Road Site Photos EXISTING 100’ BUFFER LAWN AREA EXISTING SHED 176 Turkey Hill Road Site Photos EXISTING LAWN AND LANDSCAPE PLANTINGS EXISTING WETLAND EDGE & INTERMITTENT STREAM HILLTURKEYROADMissing flag B49Notes1. The Record Conditions And Boundary Retracement Survey Depicted Hereon Was ObtainedBy A Partial Field Survey From June to September, 2020 By The Berkshire Design Group, Inc.2. The Purpose Of This Plan Is To Provide A Plan Illustrating This Surveyors Interpretation OfConstructed Improvements, Natural Features, Observable Monuments, Obtainable Plans AndDeeds Of Record, Witness Testimony, And Any Other Plans And Deeds Which May Affect TheLocus Property At The Time And Date Of The Partial Field Survey.3. This Plan Does Not Show Any Unrecorded Or Unwritten Easements Which May Exist. AReasonable And Diligent Attempt Has Been Made To Observe Any Apparent, Visible Uses OfThe Land; However, This Does Not Constitute A Guarantee That No Such Easements Exist.4. This Plan And Survey Were Prepared Using GNSS And Conventional Survey Methods. A LeicaTS15 Total Station Was Used Having An Accuracy Of 5" And 5 PPM. A Leica GS14 Network RTKWas Used Having Subcentimeter Accuracy.5. The Basis Of Bearings, Azimuths, And The North Arrow Shown Hereon Is The MassachusettsState Plane Coordinate System (NAD83). The Basis Of The Elevations Depicted Hereon Is A GridSeparation Calculation Based On Geoid12A Resulting In NAVD88.6. Property Lines Shown Hereon Provided by H. L. Eaton & Associates, See Plan Reference 1.Owner Of RecordHarvey A. Ashman and Linda J. Doucette-Ashman49 Woodstone CircleShort Hills New JerseyLocal Address176 Turkey Hill RdNorthampton, Massachusetts 01060PID: 34 -016-001Deed Book 13666, Page 341Plan Book 77, Page 971-1/2ST WDFRAMESHEDSHEDSHEDGRAVEL DRIVE Graphic Scale(in feet)1 inch = 50 feet2520010050050The Location Of All Underground Utilities Shown Are ApproximateAnd Are Based Upon A Field Survey And Compilation Of Plans OfRecord. Berkshire Design Group, Inc. Does Not Warranty TheLocation Of All Utilities Depicted. Only Record Information ProvidedBy The Respective Utility Owner And Independently Verified ByBerkshire Design Group, Inc. Is Shown Hereon. The Contractor,Engineer, Or Architect Prior To Commencement Of Construction orDesign, Shall Verify The Location Of All Utilities And Contact DigSafe At 1-888-344-7233.Reference Plans1. "Plan of Land in Northampton, Massachusetts prepared for David H. McClaflin IrrevocableTrust" by Harold L. Eaton and Associates, dated June 10, 2020, unrecorded.PRELIMINARY9-30-20DIRT PATHSHED50' NO-BUILD ZONEWell12" CCPWETLANDBUFFER50'-100'WETLANDBUFFER50'-100' BETLA N D BUFF E R 50-10 0' B12 B 29 WETLANDBUFFER0'-50'B1B3 B6A52 A35 B18 F1 F5 WETLANDBUFFER0'-50' WETLA N D BUFF E R 0'- 5 0' B2 B4B5 B7 B8 B9 B10 B11B13 B14 B15B16 B17 B19 B20 B21 B22 B23 B24 B25 B26 B27 B28 B31 B32 B33 B38 B39 B42 B46 B52 B57 B43 B53 A5 A6 A7 A8 A10 A12 A11 C4 C1 C11 C6 C5 A1 A2 C2 C3 B37 B35 B34A14 A15 A16 A33 A40 A41A48A49A54 D23 D22 D21 D6 D7 A19 A18 D4 D2 D1 D30 D25 D24 D27 D29 HW 20 HW 19 HW 18 HW 17 HW 16 HW 15 HW14 HW13 HW10 B47 B48 B51 B50 B54 B55 B56 D5 D8 D9 D10 D11 D12 D13 D14 D15 D16 D17 D18 D19 D20 A34A36A37A39A42A43A44A45A46A38A47 A32 A31 A30 A29 A28 A27A26 A25 A24 A23 A22 A21 A20 C7 C8 C9 C10 A4 A3 B44 B45 B41 B40 B36 HW12 HW11 F2 F4 B58 B59 PROPERTY LINE HW9 HW8 HW6 HW5 HW4 HW3 HW2 HW1 GRAVEL DRIVE DIRT PATH100' WETLAND BUFFERWell50' NO-BUILD ZONE100' WETLAND BUFFER200' RIVERFRONT AREA12" CCPBordering Vegetated WetlandBrushAndTreesBrushAndTreesTr u n k L i n e Trunk L i n e Trun k L i n e Trunk LineBrushAndTreesBrushAndTreesBrushAndTreesBrushAndTreesTrunk LineTrunk LineTrunk LineTrun k L i n e Trunk L i n e T r un k L i n eTrunk LineTru n k L i n e Tru n k L i n e Trunk LineAp p r o x i m a t e Dri p L i n e ApproximateDrip LineA p p r o x im a t e D r i p L i n e ApproximateDrip LineBoulder R o w GRA V E L DRIV E Test Pit#4Test Pit#5Test Pit#3Test Pit#10Test Pit#11Test Pit#8Test Pit#7Test Pit#9PlantedAreaWF A59WF A58HW 21 HW 23 HW 22 HW 24 HW 27 HW 28 HW 29 2F5 2F6 2F7 2F8 2F9 2F10 2F11 2F12 2F13 2F14 2F15 2F16 HW30 HW 31 HW 32 HW 33 HW 34 HW 35 HW 36 2F4 2F3 2F2 2F1 G14 G13 G12 G11 G10 G8 G7 G6 G5 G4 G3 G2 G1 2HW1 2HW2 2HW3 2HW4 2HW6 2HW7 2HW8 2HW9 2HW10 HW7 G9 F3 A51A53A55A56A57A50 WETLAND BUFFER 50-100' WETLAND BUFFER 0-50'INNER 100' of 200'RIVERFRONT AREAOUTER 100' of 200'RIVERFRONT AREAWETLAND BUFFER 0-50'430440450450460460470420450440430460450 440430420410400390460 450 440 460450 460450440410400460450440430420410Checked By:Drawn By:RevisionsScale:Date:Sheet NumberWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060FAX (413) 582-7005Plan Of Land Located In Northampton, Massachusetts (Hampshire County)S-1September 22, 20201"=50'RGY/DREDREPlanningCivil EngineeringLandscape ArchitectureGroup, Inc.BerkshireTheDesignLand SurveyingLOCUS PLAN - Not To ScaleMap Data © Mass GIS 2018Prepared For Harvey A. Ashman and Linda J. Doucette-Ashman *October 07, 2020- Additional Flags at Turkey Hill Road Missing flag B491-1/2ST WDFRAMESHEDSHEDSHEDWellBordering Vegetated WetlandB32 B33 B38 B39 B42 B46 B52 B43 B53 A5 A6 A7 A8 A10 A12 A11 C4 C1 C11 C6 C5 A1 A2 C2 C3 B37 B35 B34A14 A15 A16 D4 D2 D1 D30 D25 D27 D29 B47 B48 B51 B50 B54 B55 C7 C8 C9 C10 A4 A3 B44 B45 B41 B40 B36 WellBordering Vegetated WetlandBrushAndTreesBrushAndTreesBrushAndTreesBrushAndTreesBrushAndTreesBrushAndTreesTrunk LineTrunk LineTrun k L i n e Trun k L i n e T r u n k L i n eTrunk LineAp p r o x i m a t e Dri p L i n e ApproximateDrip LineBoulder R o wPlantedArea460 450 440430420460Checked By:Drawn By:RevisionsScale:Date:Sheet NumberWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060FAX (413) 582-7005W-1October 8, 20201"=30'RLGPHPlanningCivil EngineeringLandscape ArchitectureGroup, Inc.BerkshireTheDesignLand SurveyingF1PROPOSED TEMPORARY 0'30'15'CONSTRUCTION ASSOCIATED WITH WELLErosion Control BarrierTemporary GravelPlatform for Drill Rig(40' long x 12' wide)8' x 8' Spoils Pit fromDrilling Operation Placedwithin existing debris pileNew Potable WaterSupply Well within existinglawn areaTemporary GradingRoughly 1,544 SF TempDisturbance50'-100'WETLANDBUFFER0'-50' WETLANDBUFFEROctober 9, 2020 Missing flag B491-1/2ST WDFRAMESHEDSHEDSHEDWellBordering Vegetated WetlandB32 B33 B38 B39 B42 B46 B52 B43 B53 A5 A6 A7 A8 A10 A12 A11 C4 C1 C11 C6 C5 A1 A2 C2 C3 B37 B35 B34A14 A15 A16 D4 D2 D1 D30 D25 D27 D29 B47 B48 B51 B50 B54 B55 C7 C8 C9 C10 A4 A3 B44 B45 B41 B40 B36 WellBordering Vegetated WetlandBrushAndTreesBrushAndTreesBrushAndTreesBrushAndTreesBrushAndTreesBrushAndTreesTrunk LineTrunk LineTrun k L i n e Trun k L i n e T r u n k L i n eTrunk LineAp p r o x i m a t e Dri p L i n e ApproximateDrip LineBoulder R o wPlantedArea460 450 440430420460Checked By:Drawn By:RevisionsScale:Date:Sheet NumberWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060FAX (413) 582-7005W-2October 8, 20201"=30'RLGPHPlanningCivil EngineeringLandscape ArchitectureGroup, Inc.BerkshireTheDesignLand SurveyingF1PROPOSED RESTORATION0'30'15'PLAN ASSOCIATED WITH WELLReseed with Lawn seedblend Bluegrass, Rye, FescueRemove TemporaryPlatform and regrade toorginal conditionsNew Potable WaterSupply Well within existinglawn area50'-100'WETLANDBUFFER0'-50' WETLANDBUFFERRoughly 1,544 SF TempDisturbance Checked By:Drawn By:RevisionsScale:Date:Sheet NumberWeb: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060FAX (413) 582-7005W-3October 8, 20201"=30'RLGPHPlanningCivil EngineeringLandscape ArchitectureGroup, Inc.BerkshireTheDesignLand SurveyingPROPOSED DETAILS 12' WIDE X 40' LONG8" MIN EXISTING GROUNDGEOTEXTILE SEPARATION FABRIC FOR FULL WIDTH AND LENGTH WASHED COURSE AGGREGATESCALE:TEMPORARY PLATFORM FOR WELL RIG02NTS6"12"REMOVE TEMPORARY PLATFORMAND REGRADE TO ORIGINAL GRADESSCARIFY SUBGRADE TO LOOSEN SOILPRIOR TO PLACING TOPSOILLAWN SEED MIXHANDBROADCAST OR HYDROSEEDUSE STRAW MULCH AND IRRIGATEUNTIL ESTABLISHEDSCRAP OFF TOPSOIL FROM AREA WHERE PADWAS PLACED AND REPLACE AFTER SUBGRADEIS SCARIFIEDSCALE:LAWN RESTORATION IN BUFFER ZONE03NTS6''x12" CONTINUOUSTRENCH FILLED WITHFLOWFILTER FABRIC STAPLED2" X 2" HARDWOODSTAKE, 8' 0.C.±TO POSTS, BURY ENDOF FABRIC UNDER STONEUNDISTURBED GROUNDFINISH GRADE OR1-1/2" CRUSHED STONENOTE:1. ALL MATERIAL TO MEET FILTREXX SPECIFICATIONS2.SILTSOXX COMPOST/SOIL/ROCK/SEED FILL TO MEET APPLICATION REQUIREMENTSSILTSOXX DEPICTED IS FOR MINIMUM SLOPES. GREATER SLOPES MAY REQUIRE LARGERSOCKS PER THE LANDSCAPE ARCHITECT.3.COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY THE LANDSCAPE ARCHITECT4.LOCAL INSTALLER: NORTHEAST ENVIRONMENTAL SOLUTIONS, AMHERST, MA 866-870-4NES.5.MAINTAIN AND INSPECT EROSION CONTROL BARRIER UNTIL LAWN AREAS REESTABLISHED6. NO HERBICIDES OR FERTILIZERS TO BE USED WITHOUT APPROVAL OF THE CONSERVATION COMMISSION AGENT3"-4"FILTREXX SILT SOCK12-18" TYP.2"x2" WOODEN STAKESCALE:EROSION CONTROL BARRIER01NTSNOTE: DUE TO THE TIMEFRAME OF DRILLINGAT THE END OF THE GROWING SEASON. THE PROJECTWOULD SEEK TO MAINTAIN THE TEMP PAD ANDEROSION CONTROL BARRIER UNTIL THE BEGINNINGOF THE GROWING SEASON IN THE SPRING/ OR WHENTHE ASSOCIATED HOUSING GRADING IS COMPLETE Wendell Wetland Services 105 Montague Road Wendell, MA 01379 (978) 544-5607 ward.ves@gmail.com September 16, 2020 Updated Oct 08, 2020 Ms. Rachel Loeffler The Berkshire Design Group, Inc. 4 Allen Place Northampton, MA 01060 Re: Wetland Delineation, 176 Turkey Hill Road, Northampton Dear Ms. Loeffler: As requested, Wendell Wetland Services (WWS) visited the above referenced site on June 26 and August 10, 2020, and September 18, 2020 in order to delineate all wetlands in the vicinity of the existing single family home and driveway. All wetlands in this area that may be protectable under the Massachusetts Wetlands Protection Act (M.G.L. chapter 131, section 40) and Regulations (310 CMR 10.00), as well as the Northampton Wetlands Protection Ordinance, have been marked in the field with consecutively numbered pink “wetland delineation” flagging tape or stake-flags. While these boundaries have been accurately identified, only the Northampton Conservation Commission, or the Massachusetts Department of Environmental Protection (DEP) on appeal under State law, can make the final determination of the extent of the wetland resource areas on the site. Delineation Methodology The methodology employed in my delineation utilized both vegetation and hydrology as outlined in the Regulations at 310 CMR 10.55 and in the DEP handbook Delineating Bordering Vegetated Wetlands under the Massachusetts Wetlands Protection Act (1995). Hydrophytic Vegetation was based upon the US Fish and Wildlife Service’s National List of Plant Species that Occur in Wetlands (1988), as well as all plant species listed in the Act. Wetland hydrology includes a high water table, water-stained leaves, and hydric soils. Hydric soils were determined based upon the interagency document Field Indicators for Identifying Hydric Soils in New England, Version 4 (2016). Site Description The area subject to my investigation is located at 176 Turkey Hill Road, and contains an existing single family home, out building, lawn, and driveway. To the west of the developed site, a braided intermittent stream (dry at the time of my site visits) flows down the rocky hillside, splits into two channels, and then combines again at the edge of the existing lawn before leaving the site to the southeast. Flags A-1 to A-70 and B-1 to B-60 mark the braided stream channels; D-1 to D-30 encircle an upland “island” between the streams. Flags C-1 to C-11 mark a wetland to the south of where the intermittent stream exits the vicinity of the lawn. This area is fed by groundwater discharge from the base of the hillside. There are other wetlands on the site that are not shown on the accompanying survey because 2 they are located outside of the project area. A perennial stream is located on the opposite side of Turkey Hill Road. Flags 2HW-1 to 2HW 10 and HW-1 to HW-36 mark the Mean Annual High Water Line (MAHWL) of this brook. The MAHWL was coincident with the top of the “bank” in this area. There is also a wetland fringe along the brook; flags F-1 to F-5, 2F-1 to 2F-16, and G-1 to G-10 mark this wetland. Wetland Resource Areas Under the state Regulations (310 CMR 10.00), wetlands are broken up into different resource areas, each of which is regulated in a slightly different manner. The delineated wetlands contain the following resource areas, to which there is a 100 foot buffer zone. * Bank (10.54) * Bordering Vegetated Wetland (10.55) * Land Under a Waterway (10.56) According to the most recent USGS Quadrangle, the stream on the opposite side of Turkey Hill Road is shown as a dark blue, perennial waterway. Therefore, the following resource area extends for 200 feet from the delineated Mean Annual High Water Line of the stream: * Riverfront Area (10.58) Project Planning It is my understanding that the current proposed project is to remove the existing single family home and to replace it with a new home, along with the repair and upgrade of the existing driveway. Given that the lower portion of the driveway is within the Riverfront Area, a Notice of Intent (WPA form 3) will need to be filed with the Northampton Conservation Commission. Northampton also has various setbacks from the wetland boundary that are required for buffer zone projects under the Northampton Wetlands Protection Ordinance. The site does not fall within the Estimated Habitats of Rare Wildlife or Priority Habitats of Rare Species according to the most recent online mapping. Therefore, unless new information becomes available, you should not have to make any filing with the Natural Heritage and Endangered Species Program. Please feel free to contact me if you have any questions regarding the delineation. Sincerely, Wendell Wetland Services Ward Smith, PWS Professional Wetland Scientist HILL TURKEY ROAD Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 Landscape Architecture Civil Engineering Planning Berkshire Group, Inc. Design The Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Land Surveying Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c 176 TURKEY HILL ROAD NORTHAMPTON, MA PERMIT SET NOT FOR CONSTRUCTION 149 EASTHAMPTON RD WESTHAMPTON MA 01027 PARSONS HENRY M III & EDWARD A ERIC J FERNANDEZ TRUSTEE OF PINNEY TRUST WD Cowls inc 02.25.2021 1"=150' MET RL AERIAL CONTEXT PLAN 0'150'75'300'450' SCALE 1"=150'-0" (if printed full size @ 24" x 36") LC101 LOCUS PLAN - Not To Scale Map Data © Mass GIS 2018 * ABUTTER'S W I T H I N 100' OFFSE T O F P A R C E L ABUTTER'S W I T H I N 300' OFFSET O F P A R C E L 176 TURKEY HILL ROAD PERMIT DRAWINGS LC 101 AERIAL CONTEXT PLAN SCALE 1" =150'-0" LC 111 EXISTING CONDITIONS PLAN 1 of 2 SCALE 1"=20'-0" LC 112 EXISTING CONDITIONS PLAN 2 of 2 SCALE 1"=20'-0" LC 121 DEMOLITION AND EROSION CONTROL SCALE 1"=20'-0" LC 122 DEMOLITION AND EROSION CONTROL SCALE 1"=20'-0" LC 131 LAYOUT, MATERIALS, PLANTING PLAN 1 of 2 SCALE 1"=20'-0" LC 132 LAYOUT, MATERIALS, PLANTING PLAN 2 of 2 SCALE 1"=20'-0" LC 141 GRADING, DRAINAGE AND UTILITIES PLAN 1 of 2 SCALE 1"=20'-0" LC 142 GRADING, DRAINAGE AND UTILITIES PLAN 2 of 2 SCALE 1"=20'-0 LC 151 SITE DETAILS SCALE- NTS LC 152 SITE DETAILS SCALE- NTS 100' OF F S E T O F P A R C E L 300' OF F S E T O F P A R C E L G1.0 Architecture Cover Sheet NTS A1.1 First Floor Plan SCALE 1 4"=1'0" A1.2 Second Floor Plan SCALE 1 4"=1'0" A1.3 Roof Plan SCALE 1 4"=1'0" A1.4 Garage Floor Plan SCALE 1 4"=1'0" A2.1 Exterior Elevations SCALE 1 4"=1'0" A2.2 Exterior Elevations SCALE 1 4"=1'0" A2.3 Exterior Elevations SCALE 1 4"=1'0" 34-016 176 Turkey Hill Road PROJECT PARCEL 40.3 ACRES 34-012 Westhampton Road 34-037 West Farms Road 34-002 MINERAL HILLS CONSERVATION LAND 34-034 332 Turkey Hill Road 34-005 296 Turkey Hill Road 34-006 276 Turkey Hill Road 34-018 218 Turkey Hill Road 34-008 164 34-007 158Turkey Hill Road 34-017 152 Turkey Hill Road Polonis 2007 Irrevocable Trust C/o Donald and Patricia Polonis 34-010 Turkey Hill Road 34-019 189 Turkey Hill Road Richard Whiting, Jr. 34-020 175 Turkey Hill Road Jennifer M. Whiting 34-021 167 Turkey Hill Road 34-003 267 Turkey Hill Road 147 Turkey Hill Road 34-002 MINERAL HILLS CONSERVATION LAND Sara Nicole Beith & Alexander Beith Doreen A weinberger & Claire Huttlinger Joseph A Mai jr, and Jennifer B Jarrell City of Northampton c/o Conservation Commission Mark Carmien & Steven B. Lucas Joel and Kathy Nevejans Nicole Nakashian & Jennifer Clarson Michael R Banas & Qiuhui Chen-Banas City of Northampton c/o Conservation Commission Henry M Parsons III & Edward a Parsons Edward B LaValley Jr & Mark Joseph LaVFalley 1.8 acres proposed work GRAVEL DIRT PATHSHED430 440450 450 460460 42045144043046045044046 0 460 450440410400460450440430420410Perc 1Perc 2HILLTURKEY ROADTrunk Line1612-21"CanadianHemlock1630-26"Red Oak1661-22.50"Red Oak1663-20.00" RemoveWhite Pine1641-20"Red Oak1662-22.50"White Pine1638-26.50" RemoveHemlock Structuralissues1639-20.50"White Pine1637-25"White Pine1632-20"White Pine1631-26"White Pine1664-24"White Pine1629-13"Red Oak1633-12.5"Paper Birch1634-18.5"Hemlock1636-15.5"White Oak1635-11.5"Paper Birch1640-20"Hemlock1628-12.5"Hemlock1627-9.5"Hemlock1626-12"Hemlock1625-16.5"Hemlock1624-13.5"Hemlock1623-17"Hemlock1622-14"Hemlock1620-11"Hemlock1621-10"Hemlock1619-14"Hemlock1617-12.5"Hemlock1618-11"Paper Birch1616-16"Hemlock1615-11"SweetBirch1613-11"Red1609-15"Hemlock1610-16"Hemlock1611-24"Sweet Birch1608-10"Hemlock1607-10"Hemlock1606-11"Hemlock1605-15"Hemlock1604-15"Hemlock1603-14.5"Sweet Birch1602-15.5"Hemlock1601-18"Hemlock1666-22"Red Oak1667-21"White PineF1 F5 HW20 HW19 HW18 HW17 HW 16 HW 15 HW14 HW13 HW12 F2 F4 HW21HW23HW22HW24HW27HW28 HW292F52F62F72F82F92F102F112F122F16HW30HW31 HW32 HW33HW342F42F32F2 2F1 G14 G13 G12 F3 WETLANDBUFFER 0-50'INNER 100' of 200'RIVERFRONT AREAOUTER 100' of 200'RIVERFRONT AREANORTHAMPTON SC ZONE(SPECIAL CONSERVANCY ZONE )NORTHAMPTON RR ZONERURAL RESIDENTIAL ZONE )12" CCP10" PVC464OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW Checked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Web: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.cF:\NORTHAMPTON - 176 TURKEY HILL RD\02-DESIGN PROCESS\04-DRAWINGS\LC111- EXISTING CONDITIONS.DWG PLOT DATE: 1/25/2021 176 TURKEY HILL ROADNORTHAMPTON, MAPERMIT SET-DRAFT-NOT FOR CONSTRUCTION01.26.20210'20'10'SCALE 1"=20'-0" (if printed full size @ 24" x 36")EXISTING SHEDLC111EXISTINGCONDITIONS(Sheet 1 of 2)1" = 20'MATCH LINE LC112MATCH LINE LC112PROPERTY LINEPROPERTY LINE100' WETLAND BUFFER50' WETLAND BUFFEREXISTING UTILITY POLEEXISTING UTILITY POLEPROPERTY LINEEXISTING UTILITY POLEEXISTING ASPHALT ROADEXISTING GRAVEL DRIVEWAYEXISTING SIGNIFICANT TREE WITHINRIGHT OF WAYEXISTING RIP RAP SWALEEXISTING PIPE AND CULVERTUNDER DRIVEWAYEXISTING MULCH AND NEEDLESUNDERSTORYPERC TEST PIT FOR FUTURE SEPTICPERC TEST LOCATION #1PERC TEST PIT FOR FUTURE SEPTICPERC TEST LOCATION #2RR ZoneNORTHAMPTON ZONINGRR (RURAL RESIDENTIAL Zone)Min Lot SizeMin DepthMin Lot FrontageMin Front SetbackMin Rear SetbackMin Side SetbacksMax HeightMin Open SpaceREG80,000 SF200 LF175 LF40 LF50 LF20LF35 LF80%SC ZoneNORTHAMPTON ZONINGSC(Special Conservancy Zone)Min Lot SizeMin DepthMin Lot FrontageMin Front SetbackMin Rear SetbackMin Side SetbacksMax HeightMin Open SpaceREG80,000 SF80 LF75 LF10 LF20 LF15LF35 LF50%NORTHAMPTON Lot SizeLot Depth Lot FrontageEx Front SetbackEx Rear SetbackEx Side SetbacksEx Building HeightOpen Space1,756,866 SF (40.3 acres)1,093 LF611.62 LF385 LF692 LF344LF, 217LF2 Stories99.4%EXISTING PARCELEXISTING PIPE AND CULVERTUNDER DRIVEWAY Missing flag B491-1/2ST WDFRAMESHEDSHEDSHEDGRAVEL DRIVEWell Bordering Vegetated Wetland4604704 6 0 4 5 0 4 4 0 43042041046 0 450 Perc 21651-20.50"REMOVERed Maple1646-22"SugarMaple1645-27.50" RemoveWhite Pine1642-34" RemoveWhite pine1653-22.5"White Pine1659-21"White Pine1658-21"Black Oak1660-21.00"Red Maple1654-21"White Pine1655- 20" RemoveWhite Pine16"14"1644-17"Red Oak1643-17"White Oak1656-22"Red Oak1657-17.5"Hemlock1614-11.5"White Pine1652-17.5"Hemlock1647-10"Sassafras1648-8.5"PaperBirch1650-15.5"Hemlock1649-16"Hemlock1613-11"RedMaple1666-22"Red OakWETLANDBUFFER50-100'B29B18 WETLANDBUFFER 0'-50'B19B20 B21 B22 B23 B24 B25 B26B27B28 B31 B32 B33 B38 B39 B42 B46 B52 B57 B43 B53 A5 A6 A7 A8 A10 A12 A11 C4 C1 C11 C6 C5 A1 A2 C2 C3 B37 B35 B34 A14 A15 A16 D23D22D21D6D7A19 A18 D4 D2 D1 D30 D25 D24 D27 D29 B47 B48 B51 B50 B54 B55 B56 D5 D8D9D10D11D12D13D14D15 D16 D17D18 D19D20A31A30A29A28A27A26A25A24A23A22A21A20 C7C8 C9 C10 A4 A3 B44 B45 B41 B40 B36 B58 B30 4"Deciduous3"Deciduous46246546746846746746445910" PVC467464OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW WETLANDBUFFER50-100 ' WETLANDBUFFER 0 ' -50 'Checked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Web: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.cF:\NORTHAMPTON - 176 TURKEY HILL RD\02-DESIGN PROCESS\04-DRAWINGS\LC111- EXISTING CONDITIONS.DWG PLOT DATE: 1/25/2021 176 TURKEY HILL ROADNORTHAMPTON, MAPERMIT SET-DRAFT-NOT FOR CONSTRUCTION01.26.2021LC112EXISTINGCONDITIONS(Sheet 2 of 2)1" = 20'0'20'10'SCALE 1"=20'-0" (if printed full size @ 24" x 36")MATCH LINE LC111MATCH LINE LC111100' WETLAND BUFFER50' WETLAND BUFFER100' WETLAND BUFFER50' WETLAND BUFFERPROPERTY LINEPROPERTY LINEEXISTING SHEDEXISTING HOUSEEXISTING RIP RAP AND COLLAPSED PIPEEXISTING OVERHEAD ELECTRIC SERVICE GRAVEL DIRT PATHSHED430 440450 450 460460 42045144043046045044046 0 460 450440410400460450440430420410Perc 1Perc 2HILLTURKEY ROADTrunk Line1612-21"CanadianHemlock1630-26"Red Oak1661-22.50"Red Oak1663-20.00" RemoveWhite Pine1641-20"Red Oak1662-22.50"White Pine1638-26.50"STRUCTURAL ISSUES1639-20.50"White Pine1637-25"White Pine1632-20"White Pine1631-26"White Pine1664-24"White Pine1629-13"Red Oak1633-12.5"Paper Birch1634-18.5"Hemlock1636-15.5"White Oak1635-11.5"Paper Birch1640-20"Hemlock1628-12.5"Hemlock1627-9.5"Hemlock1626-12"Hemlock1625-16.5"Hemlock1624-13.5"Hemlock1623-17"Hemlock1622-14"Hemlock1620-11"Hemlock1621-10"Hemlock1619-14"Hemlock1617-12.5"Hemlock1618-11"Paper Birch1616-16"Hemlock1615-11"SweetBirch1613-11"Red1609-15"Hemlock1610-16"Hemlock1611-24"Sweet Birch1608-10"Hemlock1607-10"Hemlock1606-11"Hemlock1605-15"Hemlock1604-15"Hemlock1603-14.5"Sweet Birch1602-15.5"Hemlock1601-18"Hemlock1666-22"Red Oak1667-21"White PineF1 F5 HW20 HW19 HW18 HW17 HW 16 HW 15 HW14 HW13 HW12 F2 F4 HW21HW23HW22HW24HW27HW28 HW292F52F62F72F82F92F102F42F3 2F2 2F1 G14 G13 G12 F3INNER 100' of 200'RIVERFRONT AREAOUTER 100' of 200'RIVERFRONT AREANORTHAMPTON SC ZONE(SPECIAL CONSERVANCY ZONE )NORTHAMPTON RR ZONERURAL RESIDENTIAL ZONE )12" CCP10" PVC464OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW40' Front Setback40' Front Se tback 20' Side SetbackN 86°55'07" E 209.38'N 69°16'43" E 98.95'N 78°04'25" E 156.35'N 67°46 '51" E 120 .07 'N 71°23 '07" E 26 .87 'Checked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Web: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.c176 TURKEY HILL ROADNORTHAMPTON, MAPERMIT SETNOT FOR CONSTRUCTION02.25.2021RLGPH0'20'10'SCALE 1"=20'-0" (if printed full size @ 24" x 36")LC121DEMOLITION &EROSION CONTROLPLANS(Sheet 1 of 2)1" = 20'MATCH LINE LC122MATCH LINE LC122EXISTING DEGRADED GRAVEL DRIVEWAYTO REMOVEPROPERTY LINEPROPERTY LINEPROPERTY L INEEXISTING DAMAGED CONCRETE PIPE TOREMOVE & REPLACEEXISTING UTILITY POLES INDRIVEWAY TO REMAIN (TYPICAL)COORDINATE SERVICE WITH UTILITYCOMPANYEXISTING RIPRAP SWALE TO MODIFY WITH DRIVEWAY REDEVELOPMENTAND STORMWATER MANAGEMENTEXISTING SHED AND TREES TO REMAINSEPTIC PERCOLATION TEST LOCATION 115' x 50' MIN GRAVEL TRACKING PAD FLARE TO 25' WIDE AT ROADINTERSECTION WITH TURKEY HILL ROAD100' WETLAND BUFFER50' WETLAND BUFFEREXISTING DAMAGED PVC PIPE TO REMOVE &REPLACEPROPERTY LINELIMIT OFWORK LINEL IM I T O F WO R K L IN E PROTECT EXISTING TREE TO REMAINPROVIDE TREE PROTECTION FENCING AND HAND DIG WITHIN THEDRIPLINE WITHIN THE TREE CANOPYTREE TYPE PROTECTION-TYPE 1 CHAIN LINK FENCING PER NORTAMPTONTREE PROTECTION STANDARDSLIM IT OF WORKLINE LI M I T O F W O R K L I N E PROTECT EXISTING TREE TO REMAINPROVIDE TREE PROTECTION FENCINGTREE PROTECTION TYPE 1- NORTHAMPTONSTANDARDCHAINLINK FENCINGLIMIT OF WORK LINE REMOVE TREES # 1601, 1602, PER ARBORIST RECOMMENDATIONSREMOVE TREE # 1604 PER ARBORIST RECOMMENDATIONSPROTECT ADJACENT SWEET BIRCH PRIOR TO REMOVALTREE PROTECTION FENCINGTYPE 2- SNOW FENCINGTREE # 1663REMOVE PER ARBORIST RECOMMENDATIONSTREE # 1667REMOVE PER ARBORIST RECOMMENDATIONSDEMO EXISTING TREE # 1662, 22.5" WHITE PINEPROTECT EXISTINGTREE TO REMAINPROVIDE TREEPROTECTION FENCINGTREE PROTECTIONTYPE 1-NORTHAMPTONSTANDARDREMOVE TREES # 1607 TREE IS DEAD PER ARBORIST REVIEWREMOVE EXISTING TREE #1608, MOSTLY DEAD PER ARBORIST REVIEWREMOVE EXISTING DEAD TREES # 1609 and #1610 PER ARBORISTRECOMMENDATIONSREMOVE TREES #1620 and#1621 PER ARBORISTRECOMMENDATIONSTREE ID 1612HEMLOCK21"CALIPERTREE ID 1654WHITE PINE21"CALIPERTREE ID 1653WHITE PINE22.5" CALIPERTREE ID 1662WHITE PINE22.5"CALIPERTREE ID 1659WHITE PINE21" CALIPER* NOTE: TREE REMOVAL FOR DEVELOPMENT IS TOPROVIDE SOLAR ACCESS TO BUILDING ROOF,PROVIDE SPACE FOR SUBSURFACE STORAGE OFUTILITIES AND STORMWATER MANAGEMENTTOTAL CALIPER OF TREES REMOVED =108" CALIPERTHEREFORE REPLACEMENT TREE CALIPER ORMONETARY EQUIVALENT = 54" CALIPERSUMMARY OF NORTHAMPTONSIGNIFICANT TREES(20" CALIPER OR GREATER) TO REMOVE DUETO CONSTRUCTIONEXISTING DAMAGED CONCRETE PIPE TOREMOVE & REPLACECONSTRUCTION FENCING AND LOCKABLE GATE AT DRIVEWAY ENTRANCEAPPROXIMATE LOCATION OF LARGE BOULDER TO REMAIN ON SITEAPPROXIMATE LOCATION OF LARGE BOULDER TO REMAIN ON SITEREUSE EXISTING BOULDERS ON SITECLEAR AND GRUB AREASWITHIN THE LIMIT OF WORKWORK WITHIN EXISTINGTREES TO REMAIN TO BE DONEBY HANDREMOVE TREE # 162913" Red Oak for newBioretention BasinREMOVE TREE #1627 and TREE#1628 PER ARBORISTRECOMMENDATIONSREMOVE TREE #1628 DUETO GRADING IN DRIP LINEPROTECT EXISTING SWEET BIRCH TREE1. Prior to any site clearing, the contractor to stake the limit of work like and put in place treeprotection fencing for any trees to remain and provide erosion control barriers.2. Prior to any site clearning, the contractor shall schedule a site visit with the Tree Wardenand the Landscape Architect to review the limit of work line and tree protection fencing priorto proceeding with the proposed scope of work.3. The Contractor shall be responsible for a thorough site examination to determine theextent of demolition necessary to prepare the site for construction and shall verify all items tobe demolished or salvaged with the Landscape Architect prior to beginning work.4. Care shall be taken not to damage any items designated to remain; repair or replacementof damaged items designated to remain shall be at the Contractors' expense.5. Disposal of property designated to be removed shall be at the direction of the LandscapeArchitect or Owner, and shall conform to all applicable laws and regulations. All salvagablematerial shall be delivered by the Contractor to storage areas designated by the LandscapeArchitect. Contractor shall remove all existing unsuitable materials from6. The Contractor shall protect existing trees to remain with 2"x 4"x 6'-0" stakes and snowfencing. Prior to removing trees, Contractor to notify Landscape Architect within 14 days forreview of all trees to remain and be removed.7. All topsoil shall be stripped from grass areas to be removed and stockpiled in an areadesignated by the Owner. The Contractor is responsible for all topsoil as needed to meet thespecifications.8. The Contractor may use temporary fencing to control the site during construction. Prior tothe finalization of the project, the Contractor shall remove all temporary fencing andbarricades.9. The locations of existing underground utilities are shown in an approximate way only basedon available data and all utilities may not be shown. Prior to construction, the contractor shallcontact Dig Safe at 1-800-322-4844 to request utilities to be marked on the ground. Thecontractor shall be responsible for determining the exact location of all existing utilities beforecommencing work. The contractor agrees to be fully responsible for any and all damageswhich might be occasioned by his/her failure to exactly locate and preserve any and allutilities.10. All boundary monuments shall be protected and/or preserved during demolition andconstruction. Should any boundary monument be destroyed and/or altered as a result ofdemolition and construction, it shall be the responsibility of the party incurring the damage toobtain the services of a professional land surveyor to replace and reset said monument.DEMOLITION AND EROSION CONTROLNOTESLIMIT OFWORKLINEPROVIDE EROSION CONTROL BARRIER BETWEENLIMIT OF DISTURBANCE AND DOWNSLOPE AREAS(TYPICAL)PROVIDE EROSION CONTROL BARRIER BETWEENLIMIT OF DISTURBANCE AND DOWNSLOPE AREAS(TYPICAL)NORTHAMPTONSIGNIFICANT TREE (20"CALIPER OR GREATER) TOREMOVE DUE TOCONSTRUCTIONTREE TO REMOVE PERRECOMMENDATION OFARBORISTTREE LESS THAN 20" CALIPERTO REMOVE DUE TOCONSTRUCTION ASSOCIATEDWITH PROJECT SCOPE Missing flag B491-1/2ST WDFRAMESHEDSHEDSHEDGRAVEL DRIVEWell Bordering Vegetated Wetland4604704 6 0 4 5 0 4 4 0 43042041046 0 450 Perc 2Hemlock1651-20.50"REMOVERed Maple1646-22"SugarMapleRed Oak1645-27.50" RemoveWhite Pine1642-34"1653-22.5"White Pine1659-21"White Pine1658-21"Black Oak1660-21.00"Red Maple1654-21"White Pine1655- 20" RemoveWhite Pine16"14"1644-17"Red Oak1643-17"White Oak1656-22"Red Oak1657-17.5"Hemlock1614-11.5"White Pine1652-17.5"Hemlock1647-10"Sassafras1648-8.5"PaperBirch1650-15.5"Hemlock1649-16"Hemlock1613-11"RedMaple1666-22"Red OakWETLANDBUFFER50-100'B29B18 WETLANDBUFFER 0'-50'B19B20 B21 B22 B23 B24 B25 B26B27B28 B31 B32 B33 B38 B39 B42 B46 B52 B57 B43 B53 A5 A6 A7 A8 A10 A12 A11 C4 C1 C11 C6 C5 A1 A2 C2 C3 B37 B35 B34 A14 A15 A16 D23D22D21D6D7A19 A18 D4 D2 D1 D30 D25 D24 D27 D29 B47 B48 B51 B50 B54 B55 B56 D5 D8D9D10D11D12D13D14D15 D16 D17D18 D19D20A31A30A29A28A27A26A25A24A23A22A21A20 C7C8 C9 C10 A4 A3 B44 B45 B41 B40 B36 B58 B30 4"Deciduous3"Deciduous46246546746846746746445910" PVC467464OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW WETLANDBUFFER50-100 ' WETLANDBUFFER 0 ' -50 '20' Side SetbackS 07°06'16" E 1155.40'Checked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Web: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.c176 TURKEY HILL ROADNORTHAMPTON, MAPERMIT SETNOT FOR CONSTRUCTION02.25.2021RLGPHLC122DEMOLITION &EROSION CONTROLPLANS(Sheet 2 of 2)1" = 20'0'20'10'SCALE 1"=20'-0" (if printed full size @ 24" x 36")MATCH LINE LC121MATCH LINE LC121PROPERTY LINESEPTIC PERCOLATION TEST LOCATION 2DEMO EXISTING STRUCTURES ON SITETYPICALREMOVE EXISTING SEPTIC STRUCTURE ANDASSOCIATED UTILITIESDEMO EXISTING HOUSE & SHED ANDDISCONNECT ALL UTILITIESEXISTING TRAIL TO REMAINREMOVE EXISTING TREE #1614, 11.5" WHITE PINEFOR STORMWATER IMPROVEMENTSEXISTING WELL TO DISCONNECT FROM EXISTING HOUSEDEMO EXISTING DEGRADED GRAVEL DRIVEWAYLIMIT OF WORK LINEPROVIDE EROSION CONTROL BARRIERS ALONG LIMIT OF WORK LINE100' WETLAND BUFFER50' WETLAND BUFFERWETLAND EDGE100' WETLAND BUFFER50' WETLAND BUFFERREMOVE EXISTING WOOD SHEDREMOVE TREE #1649 PER ARBORIST RECOMMENDATIONSREMOVE TREE #1651, PER ARBORIST RECOMMENDATIONSREMOVE TREE #1652 PER ARBORIST RECOMMENDATIONSREMOVE EXISTING TREES #1645, & # 1655PER ARBORIST RECOMMENDATIONSREMOVE DEBRIS PILE, SEED WITH EROSION CONTROL SEED MIXLIM ITOF WORK L INEEXISTING BOULDER TO REMAIN ON SITEEXISTING TRAIL CONNECTION TO REMAINSALVAGE EXISTING BOULDERS FOR REUSE ON SITEREMOVE EXISTING SHRUBSREMOVE EXISTING ORNAMENTAL TREESSALVAGE EXISTING BOULDERS FOR REUSE ONSITESALVAGE EXISTING BOULDER FORREUSE ON SITEREMOVE EXISTING VEGETATIONREMOVE EXISTING VEGETATIONREMOVE EXISTING VEGETATIONEXISTING LAWN TO REMAINREMOVE DEBRIS PILEREMOVE SMALL TREE/SHRUBEXISTING TRAIL CONNECTIONNORTHAMPTONSIGNIFICANT TREE (20"CALIPER OR GREATER) TOREMOVE DUE TOCONSTRUCTIONTREE TO REMOVE PERRECOMMENDATION OFARBORISTTREE LESS THAN 20" CALIPERTO REMOVE DUE TOCONSTRUCTION ASSOCIATEDWITH PROJECT SCOPEREMOVE TREE #1644, 17" OAK FORNEW STORMWATER MANAGEMENTREMOVE TREE # 1643, 17" OAK FORNEW STORMWATER MANAGEMENTLIMITOF WORK LINEEXISTING RIPRAP AND ARMORED SWALE TO REMOVESEE GRADING AND DRAINAGE PLANS FOR IMPROVEMENTSREMOVE THIS SECTION OF OVERHEAD ELECTRIC AND TELECOM LINEEXISTING ELECTRIC UTILITY POLEPROVIDE TREE PROTECTION FENCING TYPE 2- SNOW FENCINGPROVIDE EROSION CONTROL BARRIER BETWEENLIMIT OF DISTURBANCE AND DOWNSLOPE AREAS(TYPICAL)100' WETLAND BUFFER Perc 1Perc 2HILLTURKEY ROAD1630-26"Red Oak1661-22.50"Red Oak1641-20"Red Oak1638-26.50"STRUCTURAL ISSUES1639-20.50"White Pine1637-25"White Pine1632-20"White Pine1631-26"White Pine1664-24"White Pine1633-12.5"Paper Birch1634-18.5"Hemlock1636-15.5"White Oak1635-11.5"Paper Birch1640-20"Hemlock1625-16.5"Hemlock1624-13.5"Hemlock1623-17"Hemlock1622-14"Hemlock1619-14"Hemlock1617-12.5"Hemlock1618-11"Paper Birch1611-24"Sweet Birch1606-11"Hemlock1605-15"Hemlock1603-14.5"Sweet Birch1666-22"Red OakF1 F5 HW20 HW19 HW18 HW17 HW 16 HW 15 HW14 HW13 HW12 F2 F4 HW21HW23HW22HW24HW27HW28 HW292F52F62F72F82F92F102F42F3 2F2 2F1 G14 G13 G12 F3 WETLANDBUFFER 0-50'INNER 100' of 200'RIVERFRONT AREAOUTER 100' of 200'RIVERFRONT AREANORTHAMPTON SC ZONE(SPECIAL CONSERVANCY ZONE )NORTHAMPTON RR ZONERURAL RESIDENTIAL ZONE )CL10'TYPICALR 5 'R14'22'-5"10'R345'R575'Checked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Web: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.c176 TURKEY HILL ROADNORTHAMPTON, MAPERMIT SETNOT FOR CONSTRUCTION02.25.2021RLGPH0'20'10'SCALE 1"=20'-0" (if printed full size @ 24" x 36")LC131LAYOUT MATERIAL &PLANTING PLANS(Sheet 1 of 2)1" = 20'MATCH LINE LC132MATCH LINE LC132NEW 10' WIDE ASPHALT DRIVEWAYPROPERTY LINEPROPERTY LINEPROPERTY L INENEW 10' WIDE ASPHALT DRIVE100' WETLAND BUFFER50' WETLAND BUFFER40' FRONT SETBACK40' FRONT SETBACK20' SIDE SETBACKPROPERTY LINE20' SIDE SETBACKNEW MAILBOX ON STONE BASEEXISTING ASPHALT ROADL IM I T O F WORK L IN E LIM IT OF WORKLINE LI M I T O F W O R K L I N E LIMIT OF WORK LINE LOAM AND SEED FUTURE SEPTIC FIELDAREAEROSION CONTROL SEED MIX + JUTEEROSION CONTROL FABRIC ON STEEPSLOPES 3H: 1V1 EAAb1 EAPst1 EAPaEROSION CONTROL SEED MIX + JUTE EROSION CONTROL FABRICON STEEP SLOPES 3H: 1VEXISTINGGRADE BREAKEDGE OFPLATEAU1 EALt1 EAAgEROSION CONTROL SEED MIX+ JUTE EROSION CONTROL FABRICON STEEP SLOPES 3H: 1VLIMB UP EXISTING RED OAK TREEFOR ACCESS AND VIEWS NORTH LOCATED WITHINNORTHAMPTON Lot SizeLot Depth Lot FrontagePropsed Front SetbackProposed Rear SetbackProposed Side SetbacksProposed Building HeightProposedOpen SpaceSC + RR ZONES1,756,866 SF (40.3 acres)1,093 LF611.62 LF403 LF591 LF395 LF, 75 LF2 Stories (30.4' from average grade to mid gable)99% (Blgs + Pave = 16,784 SF)176 TURKEY HILL ROADBOULDERS RECLAIMED FROM SITE PLACED AT RANDOMWITHIN SWALE AND STORMWATER STRUCTURESNEWNATURALIZEDSPILLWAYBIORETENTIONAREA SEEGRADING/DRAINAGE PLANSEXISTING REDOAK TO REMAIN Missing flag B49GRAVEL DRIVE Bordering Vegetated WetlandPerc 21642-34"1658-21"Black Oak1660-21.00"Red Maple1656-22"Red Oak1657-17.5"Hemlock1647-10"Sassafras1648-8.5"PaperBirch1666-22"Red OakWETLANDBUFFER50-100'B29B18 WETLANDBUFFER 0'-50'B19B20 B21 B22 B23 B24 B25 B26B27B28 B31 B32 B33 B38 B39 B42 B46 B52 B57 B43 B53 A5 A6 A7 A8 A10 A12 A11 C4 C1 C11 C6 C5 A1 A2 C2 C3 B37 B35 B34 A14 A15 A16 D23D22D21D6D7A19 A18 D4 D2 D1 D30 D25 D24 D27 D29 B47 B48 B51 B50 B54 B55 B56 D5 D8D9D10D11D12D13D14D15 D16 D17D18 D19D20A31A30A29A28A27A26A25A24A23A22A21A20 C7C8 C9 C10 A4 A3 B44 B45 B41 B40 B36 B58 B30 10" PVCWETLANDBUFFER50-100 ' WETLANDBUFFER 0 ' -50 'UPUPLIBRARY124DINING ROOM120POWDER116LIVING ROOM123BACK HALL STAIR115MASTER BEDROOM129ENTRY121HALL117KITCHEN118PANTRY119CL121aDECKSCREEN PORCHFront PorchSTAIR104GARAGE103OUTDOOR KITCHENgrillherbs and ctp.MUD/LAUNDRYMASTER BATHCLOSETHALLCLOSET3%CLCLCLCLC L C L 5'6'-9"63'-7"2 0 ' - 1 1 "37'-5"3 2 ' - 1 0 "15'-4"R55'-2"R33'-3"R2 8 ' - 1 0 "R23'-5"R58'14'-6"16'-4"31' 18'-9" 7'- 4 "R37'-2"R40'Checked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Web: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.c176 TURKEY HILL ROADNORTHAMPTON, MAPERMIT SETNOT FOR CONSTRUCTION02.25.2021RLGPHLC132LAYOUT MATERIAL &PLANTING PLANS(Sheet 2 of 2)1" = 20'0'20'10'SCALE 1"=20'-0" (if printed full size @ 24" x 36")MATCH LINE LC131MATCH LINE LC131PROPERTY LINE1' WIDE RIVERSTONE EDGING AROUND PERIMETEROF HOUSE WITH BLACK STEEL EDGE RESTRAINTSNEW ASPHALT DRIVEWAY100' WETLAND BUFFER50' WETLAND BUFFERWETLAND EDGE100' WETLAND BUFFER50' WETLAND BUFFERASPHALTASPHALT20 ' SIDE SETBACKNEW WELL FOR POTABLE WATERSEE UTILITY DRAWINGSP O R C H D E C K D E C K SITE RETAINING WALL WITH RAILINGSNO MOW FESCUE MIX AT TOP OF SLOPEEROSION CONTROL SEED MIX + JUTE EROSION CONTROL MATTINGFOR ALL SIDE SLOPES 3H to 1 VUPLAND SEDGE SEED MIX MIN 5' OFFSET FROM THE EDGE OF THEWETLAND EDGE TO STABILIZE AREA UNDER EXISTING DEAD TREE TOBE REMOVEDUPLAND SEDGE SEED MIX AT TOP OF DRIVELOAM AND SEED EXISTING LAWN AREAS DISTURBED BYCONSTRUCTIONPROVIDE EROSION CONTROL JUTE FABRIC ON ALL SIDE SLOPES 3H: 1V OR STEEPERREPLACEMENT TREES AND SHRUBSAbies balsamea(Balsam Fir)Abies fraseri (Fraser Fir)Acer griseum (Paperbark Maple)Betula nigra (River Birch)Cornus controversa 'Variegata' (Wedding Cake Tree)Chamaecyparis lawsoniana (Lawson cypress)Chamaecyparis pisifera 'Boulevard'(Boulevard False Cypress)Juniperus chinensis 'Blue Point' (Blue Point Juniper)Juniperus virginiana (Eastern Red Cedar)Liriodendron tulipfera (Tuliptree)Nyssa sylvatica (Black Tupelo)Picea abies (Norway Spruce)Picea glauca (White Spruce)Picea omorika (Serbian Spruce)Picea orientalis (Oriental Spruce)Picea orientalis 'aureoa spicata' (Yellow tipped Caucasian spruce)Pinus strobus 'Torulosa' (Twisted White Pine)SYMBOLAbAfAgBnCcVClCpBJcJvLtNsPaPgPo-ssPorPo-asPsTQTY1 ea1 ea1 ea2 ea1 ea1 ea2 ea1 ea1 ea1 ea1 ea1 ea1 ea1 ea1 ea1 ea2 eaSIZE1.5" caliper1.5" caliper2" caliper3" caliper2" caliper2" caliper1.5" caliper1.5" caliper1.5" caliper3" caliper2.5" caliper1.5" caliper1.5" caliper1.5" caliper1.5" caliper1.5" caliper1.5" caliper1 EACc-V1 EABn1 EABn1 EAPst1 EANs1 EAAb1 EAAf1 EAPo-as1 EAPo-ss1 EAPgLOAM &SEED LAWNLOAM &SEED LAWN20 Ea37" TotalReplacementTreesProposed onplans17"AdditionalTrees TBD orPaid into CityFunds perNorthamptonTreeOrdinance54" or Equivalent requiredEXISTING LAWN TO REMAINLOAM &SEED LAWNLOAM &SEED LAWNLOAM &SEED LAWNLOAM AND SEED, CLEAR AREAS OF DEBRIS AND STABLIZE SLOPESLOAM &SEED LAWN1 EAPa Perc 1Perc 2HILLTURKEY ROAD1630-26"Red Oak1661-22.50"Red Oak1641-20"Red Oak1638-26.50"STRUCTURAL ISSUES1639-20.50"White Pine1637-25"White Pine1632-20"White Pine1631-26"White Pine1664-24"White Pine1633-12.5"Paper Birch1634-18.5"Hemlock1636-15.5"White Oak1635-11.5"Paper Birch1640-20"Hemlock1625-16.5"Hemlock1624-13.5"Hemlock1623-17"Hemlock1622-14"Hemlock1619-14"Hemlock1617-12.5"Hemlock1618-11"Paper Birch1611-24"Sweet Birch1606-11"Hemlock1605-15"Hemlock1603-14.5"Sweet Birch1666-22"Red OakF1 F5 HW20 HW19 HW18 HW17 HW 16 HW 15 HW14 HW13 HW12 F2 F4 HW21HW23HW22HW24HW27HW28 HW292F52F62F72F82F92F102F42F3 2F2 2F1 G14 G13 G12 F3 WETLANDBUFFER 0-50'INNER 100' of 200'RIVERFRONT AREAOUTER 100' of 200'RIVERFRONT AREANORTHAMPTON SC ZONE(SPECIAL CONSERVANCY ZONE )NORTHAMPTON RR ZONERURAL RESIDENTIAL ZONE ) OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWE SSSSSSSSSSSSSSSSSSSS USE 3 TRENCHES:53' L X 3' W X 2.0 ' DD. BOXSSTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT 8'463 462 (459 ) (458 ) (457 )465(461) (462) (463) (464)(465)454453452412TOP OF PAVE412.1(411)(412)ExistinŐ Grade411.5451450449448447446445444443442441440439438437436435434433432430429428427426425424423422421420419418417416415414413462463464465431461 464'(465)464460 462 (465) v e n t45245246510" HDPE40' LONGS = 0.1000INV. IN 446.00INV. OUT 442.00465)42 3 41641741841441541341 5 41 2 (414)(413)(412)(415 )DChecked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Web: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.c176 TURKEY HILL ROADNORTHAMPTON, MAPERMIT SETNOT FOR CONSTRUCTION02.25.2021RLGPH0'20'10'SCALE 1"=20'-0" (if printed full size @ 24" x 36")LC141GRADING,DRAINAGE&UTILITYPLANS(Sheet 1 of 2)1" = 20'MATCH LINE LC141MATCH LINE LC142PROPERTY LINEPROPERTY LINEPROPERTY L INE100' WETLAND BUFFER50' WETLAND BUFFER40' FRONT SETBACK40' FRONT SETBACK20' SIDE SETBACKPROPERTY LINE20' SIDE SETBACKEXISTING SHED TO REMAIN LIMIT OF CLEARING EXISTING GRADE BREAK PROPOSED SEPTIC FIELDWITH PVC VENT PIPE4" PVC SEWER PIPEEXISTING ELECTRICAL UTILITY POLE TO REMAINEXISTING ELECTRICAL OVERHEAD ELECTRICAL ANDTELECOM SERVICE TO REMAINCOORDINATE GRADING AND WORK TO PROTECT UTILITYSERVICEBOULDERS RECLAIMED FROM SITE GRADING TO BEPLACED ON SITE WITHIN SIDE SLOPES OF DRIVELANDSCAPE ARCHITECT/ CIVIL ENGINEER TO REVIEW ANDDIRECT PLACEMENT OF BOULDERS ON SITEEXISTING ELECTRICAL SERVICE ALONG TURKEY HILL ROADPROTECT EXISTING OVERHEAD SERVICES AND TELECOMSERVICES DURING CONSTRUCTION OF PROJECTOUTER 100 ' o f 200 'RIVERFRONT AREANEWNATURALIZEDSPILLWAYBIORETENTIONAREA FORSTORMWATERQUALITY ANDTSS REMOVALEVEN OUTDRIVEWAYGRADESAVERAGE13.15% SLOPE5.95%DRIVEWAY SLOPEADJACENT TOBASIN ANDINFORMALTRAILREUSE EXISTINGBOULDERSFOUND ON SITETO SLOW DOWNWATER Missing flag B49GRAVEL DRIVE Bordering Vegetated WetlandPerc 21642-34"1658-21"Black Oak1660-21.00"Red Maple1656-22"Red Oak1657-17.5"Hemlock1647-10"Sassafras1648-8.5"PaperBirch1666-22"Red Oak10" PVCUPUPLIBRARY124DINING ROOM120POWDER116LIVING ROOM123BACK HALL STAIR115MASTER BEDROOM129ENTRY121HALL117KITCHEN118PANTRY119CL121aDECKSCREEN PORCHFront PorchSTAIR104GARAGE103OUTDOOR KITCHENgrillherbs and ctp.MUD/LAUNDRYMASTER BATHCLOSETHALLCLOSETS S S3%GW WWW WW W WW EE E E E E EEWWWWWWWWWWWWWWWWWT SEPTIC D BOXALT 22 0 0 0 G T a n kWWWWWWWWWWWWW DDDDDDWWWWWEEEEEE D DDDDD D DDDD DDDDDDDDD DD D D D D D D D D D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD DDDD DDD DDDDDDDDDD D D D D D D D D D D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDPropane SEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T DDDDDDDDDDDDDCLCLCLCLC L C L ( 4 6 0 )461GARAGEFEE 466.54664664654654 6 2 4614604 5 8 459(457 ) (4 5 6 ) (45 5 ) (45 4 ) (453) (4 5 2 ) ( 4 5 1 ) (450 ) (449 ) (448 ) (447 ) (446 ) (445 ) (444 ) ( 4 4 3 )(443)(444)(445)(448)(449)(450)(450) (45 1 ) (45 2 ) (45 3 ) (45 4 ) (45 5 ) (45 6 ) ( 4 5 6 ) ( 4 5 7 )(458)(459)(460)(461)(461)(462)(463)464463(464)(465)(466)(467)(468 )(468)(467)462463(45 7 )(451)462460459463462461460459458457456455454453465464464465467 466 465 464461 457 460460463456 461462463 4 5 7 4 5 8 459 45 9 4574 6 1462 4 6 3463462 461460459458452 455 452 458464465 DD D DDDD DDDD D DDDD DDDD D DDDD DD DDDDD DDDD DDDDD DDDD DDDDD D DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDDD D DD DD DDDD D D D DD DDDD D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD 453 36" DIA. NYLOPLASTOR CONCRETEMANHOLE12"DIA.HDPEFES455 466 458465466464463462461458 459 460 461 462 465 466 462 465 464 463 12" HDPE75' LONGS = 0.0100INV. IN 453.75INV. OUT 453.0036" HDPE PERF72' LONGS = 0.0000INV. PIPE 451.50INV. STONE 451.00WWWWW WWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWW WWW WW WFINISH FLOOR467.5CODDDDDDDDDDCODDDDDDDDChecked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Web: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.c176 TURKEY HILL ROADNORTHAMPTON, MAPERMIT SETNOT FOR CONSTRUCTION02.25.2021RLGPHLC1421" = 20'0'20'10'SCALE 1"=20'-0" (if printed full size @ 24" x 36")MATCH LINE LC141MATCH LINE LC141PROPERTY LINE100' WETLAND BUFFER50' WETLAND BUFFERWETLAND EDGE100' WETLAND BUFFER50' WETLAND BUFFERASPHALT20 ' SIDE SETBACK2" PVC WATER LINE CONNECTIONTO NEW WELLNEW WELL FOR POTABLE WATERD E C K P O R C HNEW FOUNDATION DRAINSALONG THE PERIMETER OF THEHOUSE SEPARATE PIPE SYSTEMTHAN DOWNSPOUTS6" PVC PIPEGUTTER DOWNSPOUTSCONNECT TO SUBSURFACE 6"PVC DRAIN PIPECONNECT DOWNSPOUTS ANDFOUNDATION DRAINS TOSUBSURFACE DRAINAGE6" PVC TYPICALGRADING,DRAINAGE&UTILITYPLANS(Sheet 2 of 2)NEW 500 GALLONPROPANE TANKBELOW GRADESEPTIC LINECLEANOUTGENERATORCONNECT DOWNSPOUTS ANDFOUNDATION DRAINS TOSUBSURFACE DRAINAGEB E L OW G R A D E F I B E R G L A S SWA T E R T A N K F O R F I R E S U P P R E S S I O N S Y S T EMPOSSIBLE GEOTHERMAL WELL FIELDOR GEOTHERMAL COILS BELOWGRADENEW TRANSFORMERNEW BELOW GRADE ELECTRICALCONDUIT AND TELECOM SERVICESDESIGN TO BE PROVIDED BYELECTRICAL ENGINEER5 0 ' R A D I U S O F F S E T F R OMWE L L 10 0 ' R A D I U S O F F S E T FR O M W E L L UNDERGROUND ELECTRIC SERVICETO WELL HEADPROVIDE EROSION CONTROL FABRICON ALL SLOPES GREATER THAN3 H: 1 VNATURALIZED LEVEL LIP SPREADERLOG RECYCLED FROM SITE ORMORTARED STONE Checked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Web: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.c176 TURKEY HILL ROADNORTHAMPTON, MAPERMIT SETNOT FOR CONSTRUCTION02.25.2021RLGPHLC151SITEDETAILSN.T.S.8"HOT MIX ASPHALTCOMPACTED CLEAN GRANULAR FILLCOMPACTED SUBGRADEEXTEND BASE COURSE AND SUBBASECOURSE 12" BEYOND EDGE OFPAVING WHERE ROAD IS NOT CURBEDROADGEOTEXTILE SEPARATION FABRICEXIST. GROUNDFOR FULL WIDTH AND LENGTHSTABILIZED CONSTRUCTION ACCESS NOTES:1. DIMENSIONS:WIDTH: 15' FLARED TO 25' AT ROADWAYLENGTH: 50' MIN.GRADE AND CROSS SLOPE: 2%2. CLEAR ACCESS OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL.3. GRADE THE ROAD SUBGRADE SO THAT THE ACCESS WILL NOT DRAIN OFF SITE.4. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD, SEDIMENT, ETC. FROMLEAVING THE SITE. SHOULD MUD/SEDIMENT BE TRACKED OR WASHED INTO THE PUBLICROAD IT SHALL BE REMOVED IMMEDIATELY.50' MIN8" MIN2"-3'' WASHED COARSEAGGREGATE6''x12" CONTINUOUSTRENCH FILLED WITHFLOWFILTER FABRIC STAPLED2" X 2" HARDWOODSTAKE, 8' 0.C.±TO POSTS, BURY ENDOF FABRIC UNDER STONEUNDISTURBED GROUNDFINISH GRADE OR1-1/2" CRUSHED STONENOTE:1. ALL MATERIAL TO MEET FILTREXX SPECIFICATIONS2.SILTSOXX COMPOST/SOIL/ROCK/SEED FILL TO MEET APPLICATION REQUIREMENTSSILTSOXX DEPICTED IS FOR MINIMUM SLOPES. GREATER SLOPES MAY REQUIRE LARGERSOCKSPER THE LANDSCAPE ARCHITECT.3.COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY THE LANDSCAPE ARCHITECT4.LOCAL INSTALLER: NORTHEAST ENVIRONMENTAL SOLUTIONS, AMHERST, MA 866-870-4NES.3"-4"FILTREXX SILT SOCK12-18" TYP.2"x2" WOODEN STAKEA. Silt Fence & Silt SockSCALE:TEMPORARY TRACKING PAD1NTSSCALE:EROSION CONTROL BARRIER2NTSSCALE:TYPICAL BITUMINOUS PAVING3NTS3"NOTES:1. CONTRACTOR TO ENGAGE TREE WARDEN PRIOR TO SITE MOBILIZATION. TREEWARDEN TO REVIEW EXISTING TREES AND VEGETATION AND ADVISE AS TO AIR SPADINGOF ROOTS.2. EXISTING CURBING, WALKS, PAVING WITHIN THE RIGHT OF WAY TO BE PROTECTEDDURING CONSTRUCTION. ANY DAMAGE TO THESE SURFACES REQUIRE REPAIR ANDREPLACEMENT PER THE APPROVAL OF THE CITY BY THE CONTRACTOR.3. PROVIDE TREE PROTECTION MEASURES IN ACCORDANCE WITH THE NORTHAMPTONTREE PROTECTION DETAILS. SEE ATTACHED DETAIL.4. CITY OF NORTHAMPTON DRIVEWAY WIDTHS ARE LIMITED TO 15'. CONTRACTOR TOLEAVE THE EXISTING NON-CONFORMING APSHALT APRON IN PLACE. NEW DRIVEWAYTO BE 15' ON OWNER'S SIDE OF RIGHT OF WAYKEEP OUTTREEPROTECTIONAREANOTE:1.SEE SPECS FOR ADDITIONAL TREEPROTECTION REQUIREMENTS.2.IF THERE IS NO EXISTING IRRIGATION, SEESPECS FOR WATERING REQUIREMENTS.3.NO PRUNING SHALL BE PERFORMED EXCEPTBY APPROVED ARBORIST.4.NO EQUIPMENT SHALL OPERATE INSIDE THEPROTECTIVE FENCING INCLUDING DURINGFENCE INSTALLATION AND REMOVAL.5.SEE SITE PREPARATION PLAN FOR ANYMODIFICATIONS WITH THE TREE PROTECTIONAREA.6.PROTECT ROOT SYSTEM FROM DAMAGE,COMPACTION, CONTAMINATION, FILL, ANDEXCAVATION.7.TREE PROTECTION FENCE SHALL BEMAINTAINED THROUGHOUT CONSTRUCTION.REMOVE FENCE ONLY WITH APPROVAL ANDAFTER ALL SITE WORK HAS BEEN COMPLETED.CROWN DRIPLINE OR OTHER LIMIT OF TREE PROTECTION AREA. SEE TREEPRESERVATION PLAN FOR FENCE ALIGNMENT.6'TREE PROTECTION FENCECHAIN LINK OR WIRE MESH2" X 6' STEEL POSTSOR APPROVED EQUALINSTALLED MAX. 8' O.C.5" THICK LAYER OF MULCHMAINTAIN EXISTING GRADEWITH TREE PROTECTIONFENCE UNLESS OTHERWISEINDICATED ON PLANS8.5" X 11" SIGNLAMINATED IN PLASTICSPACED EVERY 50'ALONG FENCESECTION VIEWSCALE:TREE PROTECTION FENCING- TYPE 15NTS1'TOP EDGE OF ROOTBALLPROTECT BRANCHESFROM DAMAGEPLANT TRUNK PLUMBBY OWNERREMOVE TREE TAG ATSUBSTANTIAL COMPLETIONBY OTHERS1:11 MAX1FALL 5% MIN.FALL 5% MIN.SECTIONSUBGRADE PLANSUBDRAINAGE WHENSHOWN ON PLANRADIUS OFROOTBALL1'4" MIN 6 3/4"2" MULCH AROUND TREE- HOLD MULCH AWAY FROM TREE FLARETEMPORARY SOIL SAUCER FORWATERING - REMOVE PRIORTO SURFACE FINISHINGPLANTING SOILROOT FLARE EVEN WITHFINISH GRADE +1"-0"SCARIFY SUBGRADEREMOVE WIRE BASKET& BURLAP FROM TOPHALF OF ROOTBALL (BY OTHERS)COMPACTED SUBGRADEPEDESTALSUBDRAINAGE WHENSHOWN ON PLAN1'WOODEN TREE STAKES(BY OWNER)6"12"SCARIFY SUBGRADELAWN/ SEED MIXPLANTING SOILSCALE:TREE PLANTING6NTSSCALE:LAWN PLANTING4NTSSCARIFY SUBGRADE6"EROSION CONTROL FABRICTURN DOWN AND ANCHOR ATTOP AND BOTTOM OF SLOPEPLANTING SOIL12" STAPLES1'1'LAWN OR SEED MIXSCALE:SEEDING AND EROSION CONTROL FABRIC ON SLOPE7NTS Checked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Web: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.c176 TURKEY HILL ROADNORTHAMPTON, MAPERMIT SETNOT FOR CONSTRUCTION02.25.2021RLGPHN.T.S.STORMWATERDETAILSFEB 24, 2021UNDER PAVEMENT, COMPACTEDCOMPACTED GRAVEL BORROWEXCAVATED (NATIVE) MATERIALUNDER NON-PAVED AREASHAND TAMPED BEDDINGHAND TAMPED BACKFILLD + 2'-0''3'-0'' MIN.* MIN. COVERAGE REQUIREMENTS:SEWER 4'-0'' MIN.WATER 5'-0'' MIN.UNDERGROUND SERVICESNOTE: ENTIRE PIPE LENGTH MUSTFIRM SUBGRADE(HAUNCHING)BE FIRMLY SUPPORTED.& GAS 2'-6'' MIN.VARIES5'-0" MAXEMBEDMENT MATERIAL 1*MINIMUMCOVERAGE12"DD/26"MINSCALE:TYPICAL UTILITY TRENCHING2NTS12" MIN AT PAVED AREAS4'8'12" DEEP6" LOAM AND SEED6" COMPACTEDGRAVEL BASE 95%MIN. DENSITYUNDISTURBED ORCOMPACTEDSUBGRADEPRECAST CONCRETEWEIR , 6"x18"EXIST . GRADE 2 : 1 S LO P E2:1 SLOPEEXIST. GRADESCALE:GRASS LINED LEVEL SPREADER CROSS SECTION4NTSCONCRETE BEDDING TOENSURE WEIR IS LEVEL111BUILDING WALLROOF DOWNSPOUTD.I. DOWNSPOUT ADAPTORFINISH GRADE LOAM & SEEDD.I. RISER, ELBOW AND CONNECTIONTO PERIMETER DRAIN, TYP.6''MAX.COMMON BACKFILLTO ACCOMMODATE SHAPE OF DOWNSPOUTINV 451.50INV 453.75INV 454.25100-yr STORM EL. 453.96RIM 458.00 10-yr STORM EL. 453.238" HDPE ROOFDRAIN PIPE36" HDPE PERFSTORAGE PIPE12" HDPEDRAIN PIPE36" HDPE PERFSTORAGE PIPE12" HDPEDRAIN PIPE8" HDPE ROOFDRAIN PIPE12" HDPE DRAINPIPE TO GRASSLINED LEVELSPREADER #148" DIA.NYLOPLASTMANHOLEBOTTOM OF PIPE 451.50BOTTOM OF STONE 451.00ESHGW FROMTEST PIT #5 = 449FINISH GRADE VARIESFROM 457.5 TO 45836" HDPE PERFSTORAGE PIPE72'1" CRUSHEDSTONE4'6"6"36" HDPE PERFSTORAGE PIPECOMPACTEDSUBGRADE4'4" LOAMAND SEED6"6"6" MIN. STONE ALONG BOTHENDS TO DIRECT FLOW TO WEIRTOP EL. 412 (BR1)TOP EL. 460 (BR2)TOP OF BERM 415.0 (BR1)TOP OF BERM 463.0 (BR2)STONES OR LOG LINEDEMERGENCY OVERFLOWTOP ELEV. 414.5 (BR1)TOP ELEV. 462.5 (BR2)PLANTING MEDIACOARSE GRAVEL FILLUNDISTURBED OR COMPACTEDSUBGRADEFILTER FABRIC40% SAND, 20% TOPSOIL, 40% COMPOST2-3" MULCH LAYERSCALE:BIO RETENTION AREA #1 (BR1); BIO RETENTION AREA #2 (BR2), SPILLWAYS AND BERMS5NTS100-yr STORM EL. 462.49 (BR2)100-yr STORM EL. 414.78 (BR1)8" HDPE ROOF DRAIN TO SIS8" COMPACTEDGRAVEL6" LAYER OF 1"CRUSHED STONE6" LAYER OF 1"CRUSHED STONEEND CAP6" WIDTH OF 1"CRUSHED STONESECTION VIEWSECTION VIEWPLAN VIEWSCALE:ROOF LEADER6NTSSCALE:48" NYLOPLAST DRAIN MANHOLE & SUBSURFACE INFILTRATION SYSTEM (SIS)7NTSSCALE:CROSS SECTION OF CROSS CULVERT UNDER THE DRIVEWAY, STILLING BASIN (1P)1NTS10" HDPE CULVERT 40' LONG, SLOPE @ 10%PROPOSED DRIVEWAY - SKEWED VIEWACTUAL CROSS SLOPE = 1.9%OUTLET CONTROLSTRUCTUREGRATE - RIMELEV. = 450.00INV. IN =446.00INV. OUT =442.00FINISH GRADE10" HDPE FLAREDEND SECTIONBOULDERS FORENERGY DISSIPATIONRIPRAP @OUTLETSTILLING BASIN (1P)BOTTOMEL. 441RIPRAP OVERFLOWELEV 442.0TOP OF BERMELEV 442.5CONTAINMENT AREA (2P)8" COMPACTEDGRAVELGRATE - RIMELEV. = 450.00INV. IN =446.0010" HDPECULVERT3' SQUARE5"5"SCALE:OUTLET CONTROL STRUCTURE3NTS30" GRATECOMMON FILL6'LC152GPHRL TURKEY HILL ROAD RESIDENCE1EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1/14/2021 4:56:30 PM01/14/2020AuthorCOVER SHEETG1.0TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 01062176 TURKEY HILL ROAD NOTHAMPTON, MA 01062Permit SetJANUARY 14,2021DRAWING LISTSHEET # SHEET NAMEA1.0 BASEMENT PLANA1.1 FIRST FLOOR PLANA1.2 SECOND FLOOR PLANA1.3 ROOF PLANA1.4 GARAGE FLOOR PLANSA2.1 EXTERIOR ELEVATIONSA2.2 EXTERIOR ELEVATIONS (CONT.)A2.3 EXTERIOR ELEVATIONS - GARAGEA3.1 BUILDING SECTIONSA3.2 BUILDING SECTIONSA3.3 BUILDING SECTIONSA3.4 BUILDING SECTIONS - GARAGEA3.5 WALL SECTIONSA4.1 ENLARGED KITCHEN FLOORPLANS & ELEVA4.2 ENLARGED PLANS & ELEVA6.0 SCHEDULESA6.1 SCHEDULESLANDSCAPE ARCHITECTBERKSHIRE DESIGN GROUP4 Allen PlaceNorthampton, MA 01060413.582.7000GENERAL CONTRACTORTeagno Construction Inc.228 Triangle St, Amherst, MA 01002413.549.0803 UPA2.2A2.2C1A1345621ACEDBBATHROOM003FINISHED BASEMENT002STORAGE / MECHANICAL001LIFTDECK ABOVE006003A4.2C680' - 0"2' - 0"6' - 2"46' - 0"16' - 0"64' - 0"23' - 0"15' - 0"2' - 0"6' - 0"14' - 0"4' - 0"14' - 0"18' - 0"10' - 0"24' - 0"10' - 0"14' - 0"1 5 ' - 0 "CRAWL SPACE8"7' - 6 3/4"3 1/8"6' - 6"7' - 0"31' - 2"44' - 4"15' - 2"A2.311EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1/14/2021 4:54:06 PM1/4" = 1'-0"01/14/2020AuthorBASEMENT PLANA1.0TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 010621/4" = 1'-0"FLOOR PLAN - BASEMENT FLOORA1 UPUPA2.2A2.1A2.2C1C1A1345621ACEDA1A3.1A1A3.2A3A3.1BA2.3A1LIBRARY124DINING ROOM120POWDER116LIVING ROOM123BACK HALL STAIR11516' - 0"16' - 0"18' - 0"16' - 0"MASTER BEDROOM129ENTRY12180' - 0"15' - 5 3/4"HALL117KITCHEN118PANTRY119CL121aDECK301SCREEN PORCH302Front Porch300GARAGE103OUTDOOR KITCHEN303grillherbs and ctp.A4A1133A1123132B132AB4131BB1B1B3124121121A120QQ116118119106B115117121B124A103A103B103C120AQQ131AA4.1A1PASS THRUA4.21A2.3D2A1A3.3C1A3.3A4.2C1-7.5"-12"7' - 11 3/4"3' - 9"3' - 9"SHELVING8' - 0"80' - 0"17' - 8 1/2"20' - 1 1/2"16' - 5 1/2"14' - 0"16' - 0"18' - 0"16' - 0"7' - 5 7/8"EQEQ2' - 9 3/8"3' - 11 7/8"12' - 5 7/8"7' - 0 1/8"4' - 0"11' - 4 1/2"10' - 2"5' - 10"6' - 6 1/2"9' - 5 1/2"26' - 0 1/4"28' - 3 1/2"4' - 1"5' - 9 1/4"4' - 8 3/4"2 ' - 0 "1 5 ' - 2 "7 ' - 0 "12' - 0"7' - 0"4' - 3 1/4"46' - 0"5' - 1"14' - 0"2' - 0"24' - 0"10' - 0"10' - 0"15' - 4 1/2"17' - 10 3/4"13' - 0 3/4"4' - 0"10' - 0"7' - 0"23' - 6"22' - 7 3/4"4' - 1"6' - 10 3/4"4' - 1"2' - 0"3 ' - 0 "BENCH3' - 0"12' - 0"A2.311EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1/14/2021 4:54:18 PM1/4" = 1'-0"01/14/2020AuthorFIRST FLOOR PLANA1.1TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 010621/4" = 1'-0"FLOOR PLAN - FIRST FLOORA1 UPUPA2.2A2.2C1A1345621ACEDA1A3.2A3A3.1BA2.3A118' - 0"16' - 0"16' - 10 1/2"4' - 1"GUEST SUITE209GUEST BEDROOM207FAMILY ROOM212GUEST SUITE019GUEST SUITE018CLOSET206HALL211C3MNN219216207C2C2MONOMQQQDD212213A1A3.4C1A3.2A1A3.3C1A3.3DD17' - 8 1/2"EQEQ6' - 0"6' - 0"4' - 10"5' - 10 1/2"5' - 0"12' - 0"9' - 8 1/2"8' - 3 1/2"5' - 0"BATH218BATH 219GUEST LIVING AREA015BATH 209BATH 207OFFICE2085 1/2"5 1/2"13' - 3"13' - 3"11' - 5"5' - 2"10' - 0"15' - 2"16' - 4"15' - 2"7' - 4"15' - 0"15' - 6 1/2"10' - 0"4' - 10 1/2"16' - 0"14' - 0"16' - 0"2' - 0"A2.31DDMNRNOQLQL6" / 12"6" / 12"6 " / 1 2 "6 " / 1 2 "1EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1/14/2021 4:54:34 PM1/4" = 1'-0"01/14/2020AuthorSECOND FLOOR PLANA1.2TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 010621/4" = 1'-0"A1FLOOR PLAN - SECOND FLOOR 6" / 12"6" / 12"6" / 12"6" / 12"6" / 12"6" / 12"4" / 12"4" / 12"4" / 12"6 1/2" / 12"4" / 12"4" / 12"DDDDDD10" / 12"10" / 12"6 1/2" / 12"6 1/2" / 12"6 1/2" / 12"4" / 12"4 " / 1 2 "4 " / 1 2 "6 " / 1 2 "6 " / 1 2 "6" / 12"6" / 12"1EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1/14/2021 4:54:47 PM3/16" = 1'-0"01/14/2020AuthorROOF PLANA1.3TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 010623/16" = 1'-0"A1FLOOR PLAN - ROOF 1CDSTAIR104GARAGE103A2.3A1A2.3D2A2.3C4104A103D103C103B103AQQQ104BA4.2C3C5A2.311CDREC. ROOM201A2.3A1C2C2C2QA2.3D2A2.3C4C2C2A4.2D5A2.31CD4 " / 1 2 "4 " / 1 2 "1EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1/14/2021 4:55:08 PM1/4" = 1'-0"01/14/2020AuthorGARAGE FLOOR PLANSA1.4TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 010621/4" = 1'-0"FLOOR PLAN - GARAGE FIRST FLOORA11/4" = 1'-0"FLOOR PLAN - GARAGE SECOND FLOORC11/4" = 1'-0"FLOOR PLAN - GARAGE ROOF1 SECOND FLOOR478' -9 3/4"T.O. FOUNDATION466' -6"FIRST FLOOR467' -6"T.OW.486' -10 7/8"QQQQQMONOMLFIBER-CEMENT CLAPBOARDW/ 8" EXPOSUREFIBER-CEMENT PANEL W/1x3 BATTEN AT 12" O.C.CEDAR SHAKE 8"EXPOSUREALUMINUM GUTTER, BLACKFIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTSB2124121120SLC2C2SECOND FLOOR478' -9 3/4"T.O. FOUNDATION466' -6"FIRST FLOOR467' -6"BASEMENT458' -0"T.OW.486' -10 7/8"MRC3A4B4A1B3MDDC4A1P1EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1/14/2021 4:55:21 PM1/4" = 1'-0"01/14/2020AuthorEXTERIOR ELEVATIONSA2.1TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 010621/4" = 1'-0"FRONT-NORTHA11/4" = 1'-0"REAR-SOUTHC1WINDOW SCHEDULEMARK COUNTSIZEWIDTH HEIGHTA1 3 3' - 0" 1' - 6"A3 2 3' - 0" 3' - 0"A4 3 3' - 0" 4' - 0"B1 2 3' - 0" 6' - 0"B2 2 6' - 0" 6' - 0"B3 1 9' - 0" 6' - 0"B4 1 10' - 8" 6' - 0"C2 7 7' - 6" 2' - 6"C3 1 9' - 0" 3' - 0"C4 1 9' - 0" 4' - 0"D 6 2' - 0" 6' - 0"L 3 5' - 0" 2' - 5 1/4"M 4 7' - 6" 5' - 0"N 5 5' - 0" 5' - 0"O 3 2' - 6" 5' - 0"P 1 12' - 0" 6' - 0"Q 12 2' - 6" 2' - 6"R 1 10' - 0" 5' - 0"S 1 5' - 0" 4' - 0" T.O. FOOTING457' -6"SECOND FLOOR478' -9 3/4"FIRST FLOOR467' -6"BASEMENT458' -0"T.OW.486' -10 7/8"DDDNNOA4A4QC2SECOND FLOOR478' -9 3/4"FIRST FLOOR467' -6"T.OW.486' -10 7/8"NNDDB1B1DB2A3A31EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1/14/2021 4:55:42 PM1/4" = 1'-0"01/14/2020AuthorEXTERIOR ELEVATIONS(CONT.)A2.2TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 010621/4" = 1'-0"A1EAST1/4" = 1'-0"WESTC1WINDOW SCHEDULEMARK COUNTSIZEWIDTH HEIGHTA1 3 3' - 0" 1' - 6"A3 2 3' - 0" 3' - 0"A4 3 3' - 0" 4' - 0"B1 2 3' - 0" 6' - 0"B2 2 6' - 0" 6' - 0"B3 1 9' - 0" 6' - 0"B4 1 10' - 8" 6' - 0"C2 7 7' - 6" 2' - 6"C3 1 9' - 0" 3' - 0"C4 1 9' - 0" 4' - 0"D 6 2' - 0" 6' - 0"L 3 5' - 0" 2' - 5 1/4"M 4 7' - 6" 5' - 0"N 5 5' - 0" 5' - 0"O 3 2' - 6" 5' - 0"P 1 12' - 0" 6' - 0"Q 12 2' - 6" 2' - 6"R 1 10' - 0" 5' - 0"S 1 5' - 0" 4' - 0" GARAGE 1ST FLR466' -6"GARAGE 2ND FLR477' -6"GARAGE ROOF487' -6"GARAGE B.O.F.462' -6"QQQC2C2FIRST FLOOR467' -6"GARAGE 1ST FLR466' -6"GARAGE 2ND FLR477' -6"GARAGE ROOF487' -6"GARAGE B.O.F.462' -6"10' - 0"11' - 0"9" / 12"10" / 12"Q4" / 12"GARAGE 1ST FLR466' -6"GARAGE 2ND FLR477' -6"GARAGE ROOF487' -6"GARAGE B.O.F.462' -6"C2C2C2103A103B103C103D4" / 12"GARAGE 1ST FLR466' -6"GARAGE 2ND FLR477' -6"GARAGE ROOF487' -6"GARAGE B.O.F.462' -6"5' - 10"7' - 7"10' - 0"GARAGE 1ST FLR466' -6"GARAGE 2ND FLR477' -6"GARAGE ROOF487' -6"GARAGE B.O.F.462' -6"10' - 0"11' - 0"4' - 0"C2C2C2103A103B103C104A1EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1/14/2021 4:55:59 PM1/4" = 1'-0"01/14/2020AuthorEXTERIOR ELEVATIONS -GARAGEA2.3TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 010621/4" = 1'-0"D2EGARAGE - REAR -1/4" = 1'-0"C4Elevation 3 - a11/4" = 1'-0"A1GARAGE - FRONT -1/4" = 1'-0"GARAGE ELEVATION11/4" = 1'-0"BUILDING SECTION A - GARAGE21/4" = 1'-0"BUILDING SECTION 3 - GARAGE3 176 TURKEY HILL ROAD Documenting Existing Degraded Conditions (e.g., debris piles & other degraded areas) 1 Fall 2020 176 Turkey Hill Road -Debris Piles and Other Degraded Areas from Prior Owner 176 Turkey Hill Road -Debris Piles and Other Degraded Areas from Prior Owner 2 Survey map to show location of debris and other existing degraded conditions from prior owner Notes: (1) does not include most obvious degraded conditions (e.g., existing house, large shed, driveway), (2) not limited to resource and buffer areas, and (3) not exhaustive. Existing degraded conditions Location #1 Location #2 176 Turkey Hill Road -Debris Piles and Other Degraded Areas from Prior Owner 3 Existing degraded conditions Location #3 176 Turkey Hill Road -Debris Piles and Other Degraded Areas from Prior Owner 4 Existing degraded conditions Location #4 Location #5 176 Turkey Hill Road -Debris Piles and Other Degraded Areas from Prior Owner 5 Existing degraded conditions Location #6 Location #7176 Turkey Hill Road -Debris Piles and Other Degraded Areas from Prior Owner 6 Existing degraded conditions Location #8 176 Turkey Hill Road -Debris Piles and Other Degraded Areas from Prior Owner 7 Location #9 Existing degraded conditions Location #10 176 Turkey Hill Road -Debris Piles and Other Degraded Areas from Prior Owner 8 Location #11 Existing degraded conditions Location #11 (cont.)Location #12 176 Turkey Hill Road -Debris Piles and Other Degraded Areas from Prior Owner 9 Existing degraded conditions Location #13 176 Turkey Hill Road -Debris Piles and Other Degraded Areas from Prior Owner 10 Existing degraded conditions Location #14 176 Turkey Hill Road -Debris Piles and Other Degraded Areas from Prior Owner 11 Location #15 Existing degraded conditions Location #16 176 Turkey Hill Road -Debris Piles and Other Degraded Areas from Prior Owner 12 Location #17 Tree Risk Assessment and Tree Protection 176 Turkey Hill Road, Northampton, Massachusetts Prepared For: Donald Teagano Teagano Construction Inc. - TCI 228 Triangle Street Amherst, Ma 01002 Prepared By: Charles W. McCarthy Consulting Arborist Massachusetts Certified Arborist ISA Certified Arborist ISA Tree Risk Assessment Qualification P O Box 648 Belchertown, MA 01007 Tree Risk Assessment and Tree Protection 1 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Table of Contents I. Assignment and Scope of Work..……………..…………………………..….…......2-3 II. Observations and Tree Risk……………………………………….………..……...3-36 Tree Location Drawing .…………………………..…………………………………4 III. Analysis………………………………………………………………….……….37-45 IV. Conclusion……....………………………………..………………………….……..45 V. Assumptions and Limiting Conditions…………………………………..…..……....46 Tree Risk Assessment and Tree Protection 2 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk Assessment and Tree Protection 176 Turkey Hill Road, Northampton, Massachusetts I. Assignment On August 26, 2020, Donald Teagano of Teagano Construction Incorporated (TCI), contracted my services to assist with his client's construction project at #176 Turkey Hill Road in Northampton, Massachusetts. The proposed construction project will interact with some of the trees on the property. At the owner's request I was contracted to inventory selected trees on the property before the start of the project. A. Scope of Work The scope includes inventorying and assessing the selecting existing trees on the property at #176 Turkey Hill Road in Northampton, Massachusetts. All of the selected trees were given a tree identification number. The following information was collected for each tree.  Identify the existing trees in the defined survey limits of the property with a dbh (trunk diameter at 4.5 feet above the ground) of 20" or greater.  Identify trees that are less than 20" dbh if they are considered a specimen tree by the arborist.  Each inventoried tree will receive a basic tree risk assessment.  Selected inventoried tree will receive recommendations of tree protection. The critical root zone (CRZ) will be determined for each selected tree.  Recommendations of tree care will be recommended for selected trees such as pruning, removal or pest management.  At the completion of the tree risk assessment and tree protection report I will discuss a plan on site with the Harvey Ashman, Linda Doucette-Ashman and representatives of Teagano Construction to implement the recommendations of the report. Tree Risk Assessment and Tree Protection 3 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist  The main objectives are to identify risk trees, significant trees and trees that offer an aesthetic contribution to the property. Donald Teagano supplied me with a drawing of the proposed construction project for #176 Turkey Hill Road. In Northampton, Massachusetts. He requested that I plot the inventoried trees on a supplies drawing and to identify the trees that require tree protection measures. II. Observations and Tree Risk – Site visits on 9/1/2020 , 9/7/2020 and 9/11/2020 All of the selected trees were affixed with a tree identification number tag which will be referred to throughout the project. A tree identification number was affixed to every inventoried tree. Tree Risk Assessment and Tree Protection 4 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Location Drawing #1 The numbers in the drawing supplied by Teagano Construction represent the approximate locations of individual selected trees that were inventoried. Please note that all of the number tags are in the sixteen hundreds. Tree #1 in the drawing corresponds to the tag #1601 on the tree. Tree Risk Assessment and Tree Protection 5 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Table #1 Tree Risk and Protection Inventory - (Please refer to the location map on page #4) Tree Risk Assessment and Tree Protection 6 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 7 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 8 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 9 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 10 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 11 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 12 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 13 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 14 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 15 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 16 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 17 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 18 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 19 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 20 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 21 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 22 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 23 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 24 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 25 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 26 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 27 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 28 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 29 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 30 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 31 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 32 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 33 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 34 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 35 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 36 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Tree Risk and Protection Inventory (Continued) Tree Risk Assessment and Tree Protection 37 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist III. Analysis Prior to the preparation of this report I inventoried the existing trees with a dbh of 20" or greater in the designated area defined in the tree location drawing #1 (page #4). I identified trees less than 20" that I consider specimen trees or trees that may contribute to the woodland landscape. I performed a basic tree risk assessment on every inventoried tree. Mitigation recommendations and tree protection determinations were made for each tree.. A. Pre-existing Tree Health Issues and Mitigation Many of the trees that were inventoried and inspected were trees along the perimeters of the driveway. Some of the trees inventoried were dead or nearly dead before my inspections. Other trees that were inspected had defects that pre-dispose them to failure. These trees recommended for removal can be found in table #2. Many trees that were inventoried had some lower deadwood in their crown. This is normal and related to shading. Other trees had branches that threatening the incoming service wires. Trees recommended for pruning can be found in table #3. Some trees should be considered for removal because they threaten other trees or they don't contribute to the landscape. Trees recommended to be considered for removal can be found in table #4. Some hemlocks had symptoms indicative of the hemlock woolly adelgid. Some birch trees had symptoms indicative of the bronze birch borer. Trees recommended for pest management can be found in table #5. Tree Risk Assessment and Tree Protection 38 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Table #2 Trees Recommended to be Removed Tree Risk Assessment and Tree Protection 39 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Table #2 Trees Recommended to be Removed (Continued) Tree Risk Assessment and Tree Protection 40 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Table #2 Trees Recommended to be Removed (Continued) Tree Risk Assessment and Tree Protection 41 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Table #2 Trees Recommended to be Removed (Continued) Tree Risk Assessment and Tree Protection 42 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Table #3 Trees Recommended to be Pruned Tree Risk Assessment and Tree Protection 43 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Table #3 Trees Recommended to be Pruned (Continued) Tree Risk Assessment and Tree Protection 44 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Table #3 Trees Recommended to be Pruned (Continued) Table #4 Trees That Should Be Considered For Removal Tree Risk Assessment and Tree Protection 45 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist Table #5 Trees Recommended For Pest Management IV. Conclusion This report attempts to address selected trees individually that may be involved with the construction project. Additions and exceptions will certainly have to be made as the project evolves. The report should be used as a guide to the contractors and to emphasize that the trees are important to the city of owners of the property. Hopefully it will assist the owners and its’ contractors to work as a team to protect the trees. Tree Risk Assessment and Tree Protection 46 176 Turkey Hill Road, Northampton, Massachusetts 9/14/2020 McCarthy, Charles W. - Consulting Arborist ISA Certified Arborist V. Assumptions and Limiting Conditions Arbor and Horticulture Advisor – Charles W. McCarthy (413) 323-0121 cwarborist@charter.net 1. Any legal description provided to the consultant is assumed to be correct. Titles and ownerships to property are assumed to be good and marketable. No responsibility is assumed for legal matters. 2. Care has been taken to obtain all information from reliable sources. All data have been verified insofar as feasible; however, the consultant can neither guarantee nor be responsible for the accuracy of information provided by others. 3. The consultant shall not be required to give testimony or attend court by reason of this report unless subsequent contractual arrangements are made, including additional fees. 4. This report and any values expressed herein represent the opinion of the consultant, and the consultant’s fee is in no way contingent upon the reporting of a specified value, a stipulated result, the occurrence of a subsequent event, nor upon any finding to be reported. 6. Unless expressed otherwise, information in this report covers only items that were examined, and reflects the condition of those items at the time of inspection. The inspection is limited to visual examination of accessible items without laboratory analysis, dissection, excavation, probing, or coring, unless otherwise stated. 7. There is no warranty or guarantee, expressed or implied, that problems or deficiencies of the plants or property in question may not arise in the future. 9. Loss or alteration of any part of the report invalidates the entire report. Ownership of any documents produced passes to the Client only when all fees have been paid. I certify that all the statements of fact in this appraisal are true and correct to the best of my knowledge and belief. Charles W. McCarthy Massachusetts Certified Arborist HILL TURKEY ROAD Checked By: Drawn By: Revisions Scale: Date:Sheet Number This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered landscape architect, civil engineer or land surveyor employed by The Berkshire Design Group, Inc. is affixed above. Web: http://www.berkshiredesign.com Email: bdg@berkshiredesign.com (413) 582-7000 4 Allen Place, Northampton, Massachusetts 01060 Landscape Architecture Civil Engineering Planning Berkshire Group, Inc. Design The Do not scale drawing for quantity take-offs or construction. Use written dimensions only. If dimensions are incomplete, contact The Berkshire Design Group Inc. for clarification. Land Surveying Copyright The Berkshire Design Group, Inc. This drawing and all of its contents are the express property of The Berkshire Design Group, Inc., and shall not be copied or used in any way without the written consent of The Berkshire Design Group, Inc. c 176 TURKEY HILL ROAD NORTHAMPTON, MA PERMIT SET NOT FOR CONSTRUCTION 149 EASTHAMPTON RD WESTHAMPTON MA 01027 PARSONS HENRY M III & EDWARD A ERIC J FERNANDEZ TRUSTEE OF PINNEY TRUST WD Cowls inc 02.25.2021 1"=150' MET RL AERIAL CONTEXT PLAN 0'150'75'300'450' SCALE 1"=150'-0" (if printed full size @ 24" x 36") LC101 LOCUS PLAN - Not To Scale Map Data © Mass GIS 2018 * ABUTTER'S W I T H I N 100' OFFSE T O F P A R C E L ABUTTER'S W I T H I N 300' OFFSET O F P A R C E L 176 TURKEY HILL ROAD PERMIT DRAWINGS LC 101 AERIAL CONTEXT PLAN SCALE 1" =150'-0" LC 111 EXISTING CONDITIONS PLAN 1 of 2 SCALE 1"=20'-0" LC 112 EXISTING CONDITIONS PLAN 2 of 2 SCALE 1"=20'-0" LC 121 DEMOLITION AND EROSION CONTROL SCALE 1"=20'-0" LC 122 DEMOLITION AND EROSION CONTROL SCALE 1"=20'-0" LC 131 LAYOUT, MATERIALS, PLANTING PLAN 1 of 2 SCALE 1"=20'-0" LC 132 LAYOUT, MATERIALS, PLANTING PLAN 2 of 2 SCALE 1"=20'-0" LC 141 GRADING, DRAINAGE AND UTILITIES PLAN 1 of 2 SCALE 1"=20'-0" LC 142 GRADING, DRAINAGE AND UTILITIES PLAN 2 of 2 SCALE 1"=20'-0 LC 151 SITE DETAILS SCALE- NTS LC 152 SITE DETAILS SCALE- NTS 100' OF F S E T O F P A R C E L 300' OF F S E T O F P A R C E L G1.0 Architecture Cover Sheet NTS A1.1 First Floor Plan SCALE 1 4"=1'0" A1.2 Second Floor Plan SCALE 1 4"=1'0" A1.3 Roof Plan SCALE 1 4"=1'0" A1.4 Garage Floor Plan SCALE 1 4"=1'0" A2.1 Exterior Elevations SCALE 1 4"=1'0" A2.2 Exterior Elevations SCALE 1 4"=1'0" A2.3 Exterior Elevations SCALE 1 4"=1'0" 34-016 176 Turkey Hill Road PROJECT PARCEL 40.3 ACRES 34-012 Westhampton Road 34-037 West Farms Road 34-002 MINERAL HILLS CONSERVATION LAND 34-034 332 Turkey Hill Road 34-005 296 Turkey Hill Road 34-006 276 Turkey Hill Road 34-018 218 Turkey Hill Road 34-008 164 34-007 158Turkey Hill Road 34-017 152 Turkey Hill Road Polonis 2007 Irrevocable Trust C/o Donald and Patricia Polonis 34-010 Turkey Hill Road 34-019 189 Turkey Hill Road Richard Whiting, Jr. 34-020 175 Turkey Hill Road Jennifer M. Whiting 34-021 167 Turkey Hill Road 34-003 267 Turkey Hill Road 147 Turkey Hill Road 34-002 MINERAL HILLS CONSERVATION LAND Sara Nicole Beith & Alexander Beith Doreen A weinberger & Claire Huttlinger Joseph A Mai jr, and Jennifer B Jarrell City of Northampton c/o Conservation Commission Mark Carmien & Steven B. Lucas Joel and Kathy Nevejans Nicole Nakashian & Jennifer Clarson Michael R Banas & Qiuhui Chen-Banas City of Northampton c/o Conservation Commission Henry M Parsons III & Edward a Parsons Edward B LaValley Jr & Mark Joseph LaVFalley 1.8 acres proposed work GRAVEL DIRT PATHSHED430 440450 450 460460 42045144043046045044046 0 460 450440410400460450440430420410Perc 1Perc 2HILLTURKEY ROADTrunk Line1612-21"CanadianHemlock1630-26"Red Oak1661-22.50"Red Oak1663-20.00" RemoveWhite Pine1641-20"Red Oak1662-22.50"White Pine1638-26.50" RemoveHemlock Structuralissues1639-20.50"White Pine1637-25"White Pine1632-20"White Pine1631-26"White Pine1664-24"White Pine1629-13"Red Oak1633-12.5"Paper Birch1634-18.5"Hemlock1636-15.5"White Oak1635-11.5"Paper Birch1640-20"Hemlock1628-12.5"Hemlock1627-9.5"Hemlock1626-12"Hemlock1625-16.5"Hemlock1624-13.5"Hemlock1623-17"Hemlock1622-14"Hemlock1620-11"Hemlock1621-10"Hemlock1619-14"Hemlock1617-12.5"Hemlock1618-11"Paper Birch1616-16"Hemlock1615-11"SweetBirch1613-11"Red1609-15"Hemlock1610-16"Hemlock1611-24"Sweet Birch1608-10"Hemlock1607-10"Hemlock1606-11"Hemlock1605-15"Hemlock1604-15"Hemlock1603-14.5"Sweet Birch1602-15.5"Hemlock1601-18"Hemlock1666-22"Red Oak1667-21"White PineF1 F5 HW20 HW19 HW18 HW17 HW 16 HW 15 HW14 HW13 HW12 F2 F4 HW21HW23HW22HW24HW27HW28 HW292F52F62F72F82F92F102F112F122F16HW30HW31 HW32 HW33HW342F42F32F2 2F1 G14 G13 G12 F3 WETLANDBUFFER 0-50'INNER 100' of 200'RIVERFRONT AREAOUTER 100' of 200'RIVERFRONT AREANORTHAMPTON SC ZONE(SPECIAL CONSERVANCY ZONE )NORTHAMPTON RR ZONERURAL RESIDENTIAL ZONE )12" CCP10" PVC464OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW Checked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Web: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.cF:\NORTHAMPTON - 176 TURKEY HILL RD\02-DESIGN PROCESS\04-DRAWINGS\LC111- EXISTING CONDITIONS.DWG PLOT DATE: 1/25/2021 176 TURKEY HILL ROADNORTHAMPTON, MAPERMIT SET-DRAFT-NOT FOR CONSTRUCTION01.26.20210'20'10'SCALE 1"=20'-0" (if printed full size @ 24" x 36")EXISTING SHEDLC111EXISTINGCONDITIONS(Sheet 1 of 2)1" = 20'MATCH LINE LC112MATCH LINE LC112PROPERTY LINEPROPERTY LINE100' WETLAND BUFFER50' WETLAND BUFFEREXISTING UTILITY POLEEXISTING UTILITY POLEPROPERTY LINEEXISTING UTILITY POLEEXISTING ASPHALT ROADEXISTING GRAVEL DRIVEWAYEXISTING SIGNIFICANT TREE WITHINRIGHT OF WAYEXISTING RIP RAP SWALEEXISTING PIPE AND CULVERTUNDER DRIVEWAYEXISTING MULCH AND NEEDLESUNDERSTORYPERC TEST PIT FOR FUTURE SEPTICPERC TEST LOCATION #1PERC TEST PIT FOR FUTURE SEPTICPERC TEST LOCATION #2RR ZoneNORTHAMPTON ZONINGRR (RURAL RESIDENTIAL Zone)Min Lot SizeMin DepthMin Lot FrontageMin Front SetbackMin Rear SetbackMin Side SetbacksMax HeightMin Open SpaceREG80,000 SF200 LF175 LF40 LF50 LF20LF35 LF80%SC ZoneNORTHAMPTON ZONINGSC(Special Conservancy Zone)Min Lot SizeMin DepthMin Lot FrontageMin Front SetbackMin Rear SetbackMin Side SetbacksMax HeightMin Open SpaceREG80,000 SF80 LF75 LF10 LF20 LF15LF35 LF50%NORTHAMPTON Lot SizeLot Depth Lot FrontageEx Front SetbackEx Rear SetbackEx Side SetbacksEx Building HeightOpen Space1,756,866 SF (40.3 acres)1,093 LF611.62 LF385 LF692 LF344LF, 217LF2 Stories99.4%EXISTING PARCELEXISTING PIPE AND CULVERTUNDER DRIVEWAY Missing flag B491-1/2ST WDFRAMESHEDSHEDSHEDGRAVEL DRIVEWell Bordering Vegetated Wetland4604704 6 0 4 5 0 4 4 0 43042041046 0 450 Perc 21651-20.50"REMOVERed Maple1646-22"SugarMaple1645-27.50" RemoveWhite Pine1642-34" RemoveWhite pine1653-22.5"White Pine1659-21"White Pine1658-21"Black Oak1660-21.00"Red Maple1654-21"White Pine1655- 20" RemoveWhite Pine16"14"1644-17"Red Oak1643-17"White Oak1656-22"Red Oak1657-17.5"Hemlock1614-11.5"White Pine1652-17.5"Hemlock1647-10"Sassafras1648-8.5"PaperBirch1650-15.5"Hemlock1649-16"Hemlock1613-11"RedMaple1666-22"Red OakWETLANDBUFFER50-100'B29B18 WETLANDBUFFER 0'-50'B19B20 B21 B22 B23 B24 B25 B26B27B28 B31 B32 B33 B38 B39 B42 B46 B52 B57 B43 B53 A5 A6 A7 A8 A10 A12 A11 C4 C1 C11 C6 C5 A1 A2 C2 C3 B37 B35 B34 A14 A15 A16 D23D22D21D6D7A19 A18 D4 D2 D1 D30 D25 D24 D27 D29 B47 B48 B51 B50 B54 B55 B56 D5 D8D9D10D11D12D13D14D15 D16 D17D18 D19D20A31A30A29A28A27A26A25A24A23A22A21A20 C7C8 C9 C10 A4 A3 B44 B45 B41 B40 B36 B58 B30 4"Deciduous3"Deciduous46246546746846746746445910" PVC467464OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW WETLANDBUFFER50-100 ' WETLANDBUFFER 0 ' -50 'Checked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Web: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.cF:\NORTHAMPTON - 176 TURKEY HILL RD\02-DESIGN PROCESS\04-DRAWINGS\LC111- EXISTING CONDITIONS.DWG PLOT DATE: 1/25/2021 176 TURKEY HILL ROADNORTHAMPTON, MAPERMIT SET-DRAFT-NOT FOR CONSTRUCTION01.26.2021LC112EXISTINGCONDITIONS(Sheet 2 of 2)1" = 20'0'20'10'SCALE 1"=20'-0" (if printed full size @ 24" x 36")MATCH LINE LC111MATCH LINE LC111100' WETLAND BUFFER50' WETLAND BUFFER100' WETLAND BUFFER50' WETLAND BUFFERPROPERTY LINEPROPERTY LINEEXISTING SHEDEXISTING HOUSEEXISTING RIP RAP AND COLLAPSED PIPEEXISTING OVERHEAD ELECTRIC SERVICE GRAVEL DIRT PATHSHED430 440450 450 460460 42045144043046045044046 0 460 450440410400460450440430420410Perc 1Perc 2HILLTURKEY ROADTrunk Line1612-21"CanadianHemlock1630-26"Red Oak1661-22.50"Red Oak1663-20.00" RemoveWhite Pine1641-20"Red Oak1662-22.50"White Pine1638-26.50"STRUCTURAL ISSUES1639-20.50"White Pine1637-25"White Pine1632-20"White Pine1631-26"White Pine1664-24"White Pine1629-13"Red Oak1633-12.5"Paper Birch1634-18.5"Hemlock1636-15.5"White Oak1635-11.5"Paper Birch1640-20"Hemlock1628-12.5"Hemlock1627-9.5"Hemlock1626-12"Hemlock1625-16.5"Hemlock1624-13.5"Hemlock1623-17"Hemlock1622-14"Hemlock1620-11"Hemlock1621-10"Hemlock1619-14"Hemlock1617-12.5"Hemlock1618-11"Paper Birch1616-16"Hemlock1615-11"SweetBirch1613-11"Red1609-15"Hemlock1610-16"Hemlock1611-24"Sweet Birch1608-10"Hemlock1607-10"Hemlock1606-11"Hemlock1605-15"Hemlock1604-15"Hemlock1603-14.5"Sweet Birch1602-15.5"Hemlock1601-18"Hemlock1666-22"Red Oak1667-21"White PineF1 F5 HW20 HW19 HW18 HW17 HW 16 HW 15 HW14 HW13 HW12 F2 F4 HW21HW23HW22HW24HW27HW28 HW292F52F62F72F82F92F102F42F3 2F2 2F1 G14 G13 G12 F3INNER 100' of 200'RIVERFRONT AREAOUTER 100' of 200'RIVERFRONT AREANORTHAMPTON SC ZONE(SPECIAL CONSERVANCY ZONE )NORTHAMPTON RR ZONERURAL RESIDENTIAL ZONE )12" CCP10" PVC464OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW40' Front Setback40' Front Se tback 20' Side SetbackN 86°55'07" E 209.38'N 69°16'43" E 98.95'N 78°04'25" E 156.35'N 67°46 '51" E 120 .07 'N 71°23 '07" E 26 .87 'Checked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Web: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.c176 TURKEY HILL ROADNORTHAMPTON, MAPERMIT SETNOT FOR CONSTRUCTION02.25.2021RLGPH0'20'10'SCALE 1"=20'-0" (if printed full size @ 24" x 36")LC121DEMOLITION &EROSION CONTROLPLANS(Sheet 1 of 2)1" = 20'MATCH LINE LC122MATCH LINE LC122EXISTING DEGRADED GRAVEL DRIVEWAYTO REMOVEPROPERTY LINEPROPERTY LINEPROPERTY L INEEXISTING DAMAGED CONCRETE PIPE TOREMOVE & REPLACEEXISTING UTILITY POLES INDRIVEWAY TO REMAIN (TYPICAL)COORDINATE SERVICE WITH UTILITYCOMPANYEXISTING RIPRAP SWALE TO MODIFY WITH DRIVEWAY REDEVELOPMENTAND STORMWATER MANAGEMENTEXISTING SHED AND TREES TO REMAINSEPTIC PERCOLATION TEST LOCATION 115' x 50' MIN GRAVEL TRACKING PAD FLARE TO 25' WIDE AT ROADINTERSECTION WITH TURKEY HILL ROAD100' WETLAND BUFFER50' WETLAND BUFFEREXISTING DAMAGED PVC PIPE TO REMOVE &REPLACEPROPERTY LINELIMIT OFWORK LINEL IM I T O F WO R K L IN E PROTECT EXISTING TREE TO REMAINPROVIDE TREE PROTECTION FENCING AND HAND DIG WITHIN THEDRIPLINE WITHIN THE TREE CANOPYTREE TYPE PROTECTION-TYPE 1 CHAIN LINK FENCING PER NORTAMPTONTREE PROTECTION STANDARDSLIM IT OF WORKLINE LI M I T O F W O R K L I N E PROTECT EXISTING TREE TO REMAINPROVIDE TREE PROTECTION FENCINGTREE PROTECTION TYPE 1- NORTHAMPTONSTANDARDCHAINLINK FENCINGLIMIT OF WORK LINE REMOVE TREES # 1601, 1602, PER ARBORIST RECOMMENDATIONSREMOVE TREE # 1604 PER ARBORIST RECOMMENDATIONSPROTECT ADJACENT SWEET BIRCH PRIOR TO REMOVALTREE PROTECTION FENCINGTYPE 2- SNOW FENCINGTREE # 1663REMOVE PER ARBORIST RECOMMENDATIONSTREE # 1667REMOVE PER ARBORIST RECOMMENDATIONSDEMO EXISTING TREE # 1662, 22.5" WHITE PINEPROTECT EXISTINGTREE TO REMAINPROVIDE TREEPROTECTION FENCINGTREE PROTECTIONTYPE 1-NORTHAMPTONSTANDARDREMOVE TREES # 1607 TREE IS DEAD PER ARBORIST REVIEWREMOVE EXISTING TREE #1608, MOSTLY DEAD PER ARBORIST REVIEWREMOVE EXISTING DEAD TREES # 1609 and #1610 PER ARBORISTRECOMMENDATIONSREMOVE TREES #1620 and#1621 PER ARBORISTRECOMMENDATIONSTREE ID 1612HEMLOCK21"CALIPERTREE ID 1654WHITE PINE21"CALIPERTREE ID 1653WHITE PINE22.5" CALIPERTREE ID 1662WHITE PINE22.5"CALIPERTREE ID 1659WHITE PINE21" CALIPER* NOTE: TREE REMOVAL FOR DEVELOPMENT IS TOPROVIDE SOLAR ACCESS TO BUILDING ROOF,PROVIDE SPACE FOR SUBSURFACE STORAGE OFUTILITIES AND STORMWATER MANAGEMENTTOTAL CALIPER OF TREES REMOVED =108" CALIPERTHEREFORE REPLACEMENT TREE CALIPER ORMONETARY EQUIVALENT = 54" CALIPERSUMMARY OF NORTHAMPTONSIGNIFICANT TREES(20" CALIPER OR GREATER) TO REMOVE DUETO CONSTRUCTIONEXISTING DAMAGED CONCRETE PIPE TOREMOVE & REPLACECONSTRUCTION FENCING AND LOCKABLE GATE AT DRIVEWAY ENTRANCEAPPROXIMATE LOCATION OF LARGE BOULDER TO REMAIN ON SITEAPPROXIMATE LOCATION OF LARGE BOULDER TO REMAIN ON SITEREUSE EXISTING BOULDERS ON SITECLEAR AND GRUB AREASWITHIN THE LIMIT OF WORKWORK WITHIN EXISTINGTREES TO REMAIN TO BE DONEBY HANDREMOVE TREE # 162913" Red Oak for newBioretention BasinREMOVE TREE #1627 and TREE#1628 PER ARBORISTRECOMMENDATIONSREMOVE TREE #1628 DUETO GRADING IN DRIP LINEPROTECT EXISTING SWEET BIRCH TREE1. Prior to any site clearing, the contractor to stake the limit of work like and put in place treeprotection fencing for any trees to remain and provide erosion control barriers.2. Prior to any site clearning, the contractor shall schedule a site visit with the Tree Wardenand the Landscape Architect to review the limit of work line and tree protection fencing priorto proceeding with the proposed scope of work.3. The Contractor shall be responsible for a thorough site examination to determine theextent of demolition necessary to prepare the site for construction and shall verify all items tobe demolished or salvaged with the Landscape Architect prior to beginning work.4. Care shall be taken not to damage any items designated to remain; repair or replacementof damaged items designated to remain shall be at the Contractors' expense.5. Disposal of property designated to be removed shall be at the direction of the LandscapeArchitect or Owner, and shall conform to all applicable laws and regulations. All salvagablematerial shall be delivered by the Contractor to storage areas designated by the LandscapeArchitect. Contractor shall remove all existing unsuitable materials from6. The Contractor shall protect existing trees to remain with 2"x 4"x 6'-0" stakes and snowfencing. Prior to removing trees, Contractor to notify Landscape Architect within 14 days forreview of all trees to remain and be removed.7. All topsoil shall be stripped from grass areas to be removed and stockpiled in an areadesignated by the Owner. The Contractor is responsible for all topsoil as needed to meet thespecifications.8. The Contractor may use temporary fencing to control the site during construction. Prior tothe finalization of the project, the Contractor shall remove all temporary fencing andbarricades.9. The locations of existing underground utilities are shown in an approximate way only basedon available data and all utilities may not be shown. Prior to construction, the contractor shallcontact Dig Safe at 1-800-322-4844 to request utilities to be marked on the ground. Thecontractor shall be responsible for determining the exact location of all existing utilities beforecommencing work. The contractor agrees to be fully responsible for any and all damageswhich might be occasioned by his/her failure to exactly locate and preserve any and allutilities.10. All boundary monuments shall be protected and/or preserved during demolition andconstruction. Should any boundary monument be destroyed and/or altered as a result ofdemolition and construction, it shall be the responsibility of the party incurring the damage toobtain the services of a professional land surveyor to replace and reset said monument.DEMOLITION AND EROSION CONTROLNOTESLIMIT OFWORKLINEPROVIDE EROSION CONTROL BARRIER BETWEENLIMIT OF DISTURBANCE AND DOWNSLOPE AREAS(TYPICAL)PROVIDE EROSION CONTROL BARRIER BETWEENLIMIT OF DISTURBANCE AND DOWNSLOPE AREAS(TYPICAL)NORTHAMPTONSIGNIFICANT TREE (20"CALIPER OR GREATER) TOREMOVE DUE TOCONSTRUCTIONTREE TO REMOVE PERRECOMMENDATION OFARBORISTTREE LESS THAN 20" CALIPERTO REMOVE DUE TOCONSTRUCTION ASSOCIATEDWITH PROJECT SCOPE Missing flag B491-1/2ST WDFRAMESHEDSHEDSHEDGRAVEL DRIVEWell Bordering Vegetated Wetland4604704 6 0 4 5 0 4 4 0 43042041046 0 450 Perc 2Hemlock1651-20.50"REMOVERed Maple1646-22"SugarMapleRed Oak1645-27.50" RemoveWhite Pine1642-34"1653-22.5"White Pine1659-21"White Pine1658-21"Black Oak1660-21.00"Red Maple1654-21"White Pine1655- 20" RemoveWhite Pine16"14"1644-17"Red Oak1643-17"White Oak1656-22"Red Oak1657-17.5"Hemlock1614-11.5"White Pine1652-17.5"Hemlock1647-10"Sassafras1648-8.5"PaperBirch1650-15.5"Hemlock1649-16"Hemlock1613-11"RedMaple1666-22"Red OakWETLANDBUFFER50-100'B29B18 WETLANDBUFFER 0'-50'B19B20 B21 B22 B23 B24 B25 B26B27B28 B31 B32 B33 B38 B39 B42 B46 B52 B57 B43 B53 A5 A6 A7 A8 A10 A12 A11 C4 C1 C11 C6 C5 A1 A2 C2 C3 B37 B35 B34 A14 A15 A16 D23D22D21D6D7A19 A18 D4 D2 D1 D30 D25 D24 D27 D29 B47 B48 B51 B50 B54 B55 B56 D5 D8D9D10D11D12D13D14D15 D16 D17D18 D19D20A31A30A29A28A27A26A25A24A23A22A21A20 C7C8 C9 C10 A4 A3 B44 B45 B41 B40 B36 B58 B30 4"Deciduous3"Deciduous46246546746846746746445910" PVC467464OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW WETLANDBUFFER50-100 ' WETLANDBUFFER 0 ' -50 '20' Side SetbackS 07°06'16" E 1155.40'Checked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Web: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.c176 TURKEY HILL ROADNORTHAMPTON, MAPERMIT SETNOT FOR CONSTRUCTION02.25.2021RLGPHLC122DEMOLITION &EROSION CONTROLPLANS(Sheet 2 of 2)1" = 20'0'20'10'SCALE 1"=20'-0" (if printed full size @ 24" x 36")MATCH LINE LC121MATCH LINE LC121PROPERTY LINESEPTIC PERCOLATION TEST LOCATION 2DEMO EXISTING STRUCTURES ON SITETYPICALREMOVE EXISTING SEPTIC STRUCTURE ANDASSOCIATED UTILITIESDEMO EXISTING HOUSE & SHED ANDDISCONNECT ALL UTILITIESEXISTING TRAIL TO REMAINREMOVE EXISTING TREE #1614, 11.5" WHITE PINEFOR STORMWATER IMPROVEMENTSEXISTING WELL TO DISCONNECT FROM EXISTING HOUSEDEMO EXISTING DEGRADED GRAVEL DRIVEWAYLIMIT OF WORK LINEPROVIDE EROSION CONTROL BARRIERS ALONG LIMIT OF WORK LINE100' WETLAND BUFFER50' WETLAND BUFFERWETLAND EDGE100' WETLAND BUFFER50' WETLAND BUFFERREMOVE EXISTING WOOD SHEDREMOVE TREE #1649 PER ARBORIST RECOMMENDATIONSREMOVE TREE #1651, PER ARBORIST RECOMMENDATIONSREMOVE TREE #1652 PER ARBORIST RECOMMENDATIONSREMOVE EXISTING TREES #1645, & # 1655PER ARBORIST RECOMMENDATIONSREMOVE DEBRIS PILE, SEED WITH EROSION CONTROL SEED MIXLIM ITOF WORK L INEEXISTING BOULDER TO REMAIN ON SITEEXISTING TRAIL CONNECTION TO REMAINSALVAGE EXISTING BOULDERS FOR REUSE ON SITEREMOVE EXISTING SHRUBSREMOVE EXISTING ORNAMENTAL TREESSALVAGE EXISTING BOULDERS FOR REUSE ONSITESALVAGE EXISTING BOULDER FORREUSE ON SITEREMOVE EXISTING VEGETATIONREMOVE EXISTING VEGETATIONREMOVE EXISTING VEGETATIONEXISTING LAWN TO REMAINREMOVE DEBRIS PILEREMOVE SMALL TREE/SHRUBEXISTING TRAIL CONNECTIONNORTHAMPTONSIGNIFICANT TREE (20"CALIPER OR GREATER) TOREMOVE DUE TOCONSTRUCTIONTREE TO REMOVE PERRECOMMENDATION OFARBORISTTREE LESS THAN 20" CALIPERTO REMOVE DUE TOCONSTRUCTION ASSOCIATEDWITH PROJECT SCOPEREMOVE TREE #1644, 17" OAK FORNEW STORMWATER MANAGEMENTREMOVE TREE # 1643, 17" OAK FORNEW STORMWATER MANAGEMENTLIMITOF WORK LINEEXISTING RIPRAP AND ARMORED SWALE TO REMOVESEE GRADING AND DRAINAGE PLANS FOR IMPROVEMENTSREMOVE THIS SECTION OF OVERHEAD ELECTRIC AND TELECOM LINEEXISTING ELECTRIC UTILITY POLEPROVIDE TREE PROTECTION FENCING TYPE 2- SNOW FENCINGPROVIDE EROSION CONTROL BARRIER BETWEENLIMIT OF DISTURBANCE AND DOWNSLOPE AREAS(TYPICAL)100' WETLAND BUFFER Perc 1Perc 2HILLTURKEY ROAD1630-26"Red Oak1661-22.50"Red Oak1641-20"Red Oak1638-26.50"STRUCTURAL ISSUES1639-20.50"White Pine1637-25"White Pine1632-20"White Pine1631-26"White Pine1664-24"White Pine1633-12.5"Paper Birch1634-18.5"Hemlock1636-15.5"White Oak1635-11.5"Paper Birch1640-20"Hemlock1625-16.5"Hemlock1624-13.5"Hemlock1623-17"Hemlock1622-14"Hemlock1619-14"Hemlock1617-12.5"Hemlock1618-11"Paper Birch1611-24"Sweet Birch1606-11"Hemlock1605-15"Hemlock1603-14.5"Sweet Birch1666-22"Red OakF1 F5 HW20 HW19 HW18 HW17 HW 16 HW 15 HW14 HW13 HW12 F2 F4 HW21HW23HW22HW24HW27HW28 HW292F52F62F72F82F92F102F42F3 2F2 2F1 G14 G13 G12 F3 WETLANDBUFFER 0-50'INNER 100' of 200'RIVERFRONT AREAOUTER 100' of 200'RIVERFRONT AREANORTHAMPTON SC ZONE(SPECIAL CONSERVANCY ZONE )NORTHAMPTON RR ZONERURAL RESIDENTIAL ZONE )CL10'TYPICALR 5 'R14'22'-5"10'R345'R575'Checked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Web: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.c176 TURKEY HILL ROADNORTHAMPTON, MAPERMIT SETNOT FOR CONSTRUCTION02.25.2021RLGPH0'20'10'SCALE 1"=20'-0" (if printed full size @ 24" x 36")LC131LAYOUT MATERIAL &PLANTING PLANS(Sheet 1 of 2)1" = 20'MATCH LINE LC132MATCH LINE LC132NEW 10' WIDE ASPHALT DRIVEWAYPROPERTY LINEPROPERTY LINEPROPERTY L INENEW 10' WIDE ASPHALT DRIVE100' WETLAND BUFFER50' WETLAND BUFFER40' FRONT SETBACK40' FRONT SETBACK20' SIDE SETBACKPROPERTY LINE20' SIDE SETBACKNEW MAILBOX ON STONE BASEEXISTING ASPHALT ROADL IM I T O F WORK L IN E LIM IT OF WORKLINE LI M I T O F W O R K L I N E LIMIT OF WORK LINE LOAM AND SEED FUTURE SEPTIC FIELDAREAEROSION CONTROL SEED MIX + JUTEEROSION CONTROL FABRIC ON STEEPSLOPES 3H: 1V1 EAAb1 EAPst1 EAPaEROSION CONTROL SEED MIX + JUTE EROSION CONTROL FABRICON STEEP SLOPES 3H: 1VEXISTINGGRADE BREAKEDGE OFPLATEAU1 EALt1 EAAgEROSION CONTROL SEED MIX+ JUTE EROSION CONTROL FABRICON STEEP SLOPES 3H: 1VLIMB UP EXISTING RED OAK TREEFOR ACCESS AND VIEWS NORTH LOCATED WITHINNORTHAMPTON Lot SizeLot Depth Lot FrontagePropsed Front SetbackProposed Rear SetbackProposed Side SetbacksProposed Building HeightProposedOpen SpaceSC + RR ZONES1,756,866 SF (40.3 acres)1,093 LF611.62 LF403 LF591 LF395 LF, 75 LF2 Stories (30.4' from average grade to mid gable)99% (Blgs + Pave = 16,784 SF)176 TURKEY HILL ROADBOULDERS RECLAIMED FROM SITE PLACED AT RANDOMWITHIN SWALE AND STORMWATER STRUCTURESNEWNATURALIZEDSPILLWAYBIORETENTIONAREA SEEGRADING/DRAINAGE PLANSEXISTING REDOAK TO REMAIN Missing flag B49GRAVEL DRIVE Bordering Vegetated WetlandPerc 21642-34"1658-21"Black Oak1660-21.00"Red Maple1656-22"Red Oak1657-17.5"Hemlock1647-10"Sassafras1648-8.5"PaperBirch1666-22"Red OakWETLANDBUFFER50-100'B29B18 WETLANDBUFFER 0'-50'B19B20 B21 B22 B23 B24 B25 B26B27B28 B31 B32 B33 B38 B39 B42 B46 B52 B57 B43 B53 A5 A6 A7 A8 A10 A12 A11 C4 C1 C11 C6 C5 A1 A2 C2 C3 B37 B35 B34 A14 A15 A16 D23D22D21D6D7A19 A18 D4 D2 D1 D30 D25 D24 D27 D29 B47 B48 B51 B50 B54 B55 B56 D5 D8D9D10D11D12D13D14D15 D16 D17D18 D19D20A31A30A29A28A27A26A25A24A23A22A21A20 C7C8 C9 C10 A4 A3 B44 B45 B41 B40 B36 B58 B30 10" PVCWETLANDBUFFER50-100 ' WETLANDBUFFER 0 ' -50 'UPUPLIBRARY124DINING ROOM120POWDER116LIVING ROOM123BACK HALL STAIR115MASTER BEDROOM129ENTRY121HALL117KITCHEN118PANTRY119CL121aDECKSCREEN PORCHFront PorchSTAIR104GARAGE103OUTDOOR KITCHENgrillherbs and ctp.MUD/LAUNDRYMASTER BATHCLOSETHALLCLOSET3%CLCLCLCLC L C L 5'6'-9"63'-7"2 0 ' - 1 1 "37'-5"3 2 ' - 1 0 "15'-4"R55'-2"R33'-3"R2 8 ' - 1 0 "R23'-5"R58'14'-6"16'-4"31' 18'-9" 7'- 4 "R37'-2"R40'Checked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Web: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.c176 TURKEY HILL ROADNORTHAMPTON, MAPERMIT SETNOT FOR CONSTRUCTION02.25.2021RLGPHLC132LAYOUT MATERIAL &PLANTING PLANS(Sheet 2 of 2)1" = 20'0'20'10'SCALE 1"=20'-0" (if printed full size @ 24" x 36")MATCH LINE LC131MATCH LINE LC131PROPERTY LINE1' WIDE RIVERSTONE EDGING AROUND PERIMETEROF HOUSE WITH BLACK STEEL EDGE RESTRAINTSNEW ASPHALT DRIVEWAY100' WETLAND BUFFER50' WETLAND BUFFERWETLAND EDGE100' WETLAND BUFFER50' WETLAND BUFFERASPHALTASPHALT20 ' SIDE SETBACKNEW WELL FOR POTABLE WATERSEE UTILITY DRAWINGSP O R C H D E C K D E C K SITE RETAINING WALL WITH RAILINGSNO MOW FESCUE MIX AT TOP OF SLOPEEROSION CONTROL SEED MIX + JUTE EROSION CONTROL MATTINGFOR ALL SIDE SLOPES 3H to 1 VUPLAND SEDGE SEED MIX MIN 5' OFFSET FROM THE EDGE OF THEWETLAND EDGE TO STABILIZE AREA UNDER EXISTING DEAD TREE TOBE REMOVEDUPLAND SEDGE SEED MIX AT TOP OF DRIVELOAM AND SEED EXISTING LAWN AREAS DISTURBED BYCONSTRUCTIONPROVIDE EROSION CONTROL JUTE FABRIC ON ALL SIDE SLOPES 3H: 1V OR STEEPERREPLACEMENT TREES AND SHRUBSAbies balsamea(Balsam Fir)Abies fraseri (Fraser Fir)Acer griseum (Paperbark Maple)Betula nigra (River Birch)Cornus controversa 'Variegata' (Wedding Cake Tree)Chamaecyparis lawsoniana (Lawson cypress)Chamaecyparis pisifera 'Boulevard'(Boulevard False Cypress)Juniperus chinensis 'Blue Point' (Blue Point Juniper)Juniperus virginiana (Eastern Red Cedar)Liriodendron tulipfera (Tuliptree)Nyssa sylvatica (Black Tupelo)Picea abies (Norway Spruce)Picea glauca (White Spruce)Picea omorika (Serbian Spruce)Picea orientalis (Oriental Spruce)Picea orientalis 'aureoa spicata' (Yellow tipped Caucasian spruce)Pinus strobus 'Torulosa' (Twisted White Pine)SYMBOLAbAfAgBnCcVClCpBJcJvLtNsPaPgPo-ssPorPo-asPsTQTY1 ea1 ea1 ea2 ea1 ea1 ea2 ea1 ea1 ea1 ea1 ea1 ea1 ea1 ea1 ea1 ea2 eaSIZE1.5" caliper1.5" caliper2" caliper3" caliper2" caliper2" caliper1.5" caliper1.5" caliper1.5" caliper3" caliper2.5" caliper1.5" caliper1.5" caliper1.5" caliper1.5" caliper1.5" caliper1.5" caliper1 EACc-V1 EABn1 EABn1 EAPst1 EANs1 EAAb1 EAAf1 EAPo-as1 EAPo-ss1 EAPgLOAM &SEED LAWNLOAM &SEED LAWN20 Ea37" TotalReplacementTreesProposed onplans17"AdditionalTrees TBD orPaid into CityFunds perNorthamptonTreeOrdinance54" or Equivalent requiredEXISTING LAWN TO REMAINLOAM &SEED LAWNLOAM &SEED LAWNLOAM &SEED LAWNLOAM AND SEED, CLEAR AREAS OF DEBRIS AND STABLIZE SLOPESLOAM &SEED LAWN1 EAPa Perc 1Perc 2HILLTURKEY ROAD1630-26"Red Oak1661-22.50"Red Oak1641-20"Red Oak1638-26.50"STRUCTURAL ISSUES1639-20.50"White Pine1637-25"White Pine1632-20"White Pine1631-26"White Pine1664-24"White Pine1633-12.5"Paper Birch1634-18.5"Hemlock1636-15.5"White Oak1635-11.5"Paper Birch1640-20"Hemlock1625-16.5"Hemlock1624-13.5"Hemlock1623-17"Hemlock1622-14"Hemlock1619-14"Hemlock1617-12.5"Hemlock1618-11"Paper Birch1611-24"Sweet Birch1606-11"Hemlock1605-15"Hemlock1603-14.5"Sweet Birch1666-22"Red OakF1 F5 HW20 HW19 HW18 HW17 HW 16 HW 15 HW14 HW13 HW12 F2 F4 HW21HW23HW22HW24HW27HW28 HW292F52F62F72F82F92F102F42F3 2F2 2F1 G14 G13 G12 F3 WETLANDBUFFER 0-50'INNER 100' of 200'RIVERFRONT AREAOUTER 100' of 200'RIVERFRONT AREANORTHAMPTON SC ZONE(SPECIAL CONSERVANCY ZONE )NORTHAMPTON RR ZONERURAL RESIDENTIAL ZONE ) OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWE SSSSSSSSSSSSSSSSSSSS USE 3 TRENCHES:53' L X 3' W X 2.0 ' DD. BOXSSTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT 8'463 462 (459 ) (458 ) (457 )465(461) (462) (463) (464)(465)454453452412TOP OF PAVE412.1(411)(412)ExistinŐ Grade411.5451450449448447446445444443442441440439438437436435434433432430429428427426425424423422421420419418417416415414413462463464465431461 464'(465)464460 462 (465) v e n t45245246510" HDPE40' LONGS = 0.1000INV. IN 446.00INV. OUT 442.00465)42 3 41641741841441541341 5 41 2 (414)(413)(412)(415 )DChecked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Web: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.c176 TURKEY HILL ROADNORTHAMPTON, MAPERMIT SETNOT FOR CONSTRUCTION02.25.2021RLGPH0'20'10'SCALE 1"=20'-0" (if printed full size @ 24" x 36")LC141GRADING,DRAINAGE&UTILITYPLANS(Sheet 1 of 2)1" = 20'MATCH LINE LC141MATCH LINE LC142PROPERTY LINEPROPERTY LINEPROPERTY L INE100' WETLAND BUFFER50' WETLAND BUFFER40' FRONT SETBACK40' FRONT SETBACK20' SIDE SETBACKPROPERTY LINE20' SIDE SETBACKEXISTING SHED TO REMAIN LIMIT OF CLEARING EXISTING GRADE BREAK PROPOSED SEPTIC FIELDWITH PVC VENT PIPE4" PVC SEWER PIPEEXISTING ELECTRICAL UTILITY POLE TO REMAINEXISTING ELECTRICAL OVERHEAD ELECTRICAL ANDTELECOM SERVICE TO REMAINCOORDINATE GRADING AND WORK TO PROTECT UTILITYSERVICEBOULDERS RECLAIMED FROM SITE GRADING TO BEPLACED ON SITE WITHIN SIDE SLOPES OF DRIVELANDSCAPE ARCHITECT/ CIVIL ENGINEER TO REVIEW ANDDIRECT PLACEMENT OF BOULDERS ON SITEEXISTING ELECTRICAL SERVICE ALONG TURKEY HILL ROADPROTECT EXISTING OVERHEAD SERVICES AND TELECOMSERVICES DURING CONSTRUCTION OF PROJECTOUTER 100 ' o f 200 'RIVERFRONT AREANEWNATURALIZEDSPILLWAYBIORETENTIONAREA FORSTORMWATERQUALITY ANDTSS REMOVALEVEN OUTDRIVEWAYGRADESAVERAGE13.15% SLOPE5.95%DRIVEWAY SLOPEADJACENT TOBASIN ANDINFORMALTRAILREUSE EXISTINGBOULDERSFOUND ON SITETO SLOW DOWNWATER Missing flag B49GRAVEL DRIVE Bordering Vegetated WetlandPerc 21642-34"1658-21"Black Oak1660-21.00"Red Maple1656-22"Red Oak1657-17.5"Hemlock1647-10"Sassafras1648-8.5"PaperBirch1666-22"Red Oak10" PVCUPUPLIBRARY124DINING ROOM120POWDER116LIVING ROOM123BACK HALL STAIR115MASTER BEDROOM129ENTRY121HALL117KITCHEN118PANTRY119CL121aDECKSCREEN PORCHFront PorchSTAIR104GARAGE103OUTDOOR KITCHENgrillherbs and ctp.MUD/LAUNDRYMASTER BATHCLOSETHALLCLOSETS S S3%GW WWW WW W WW EE E E E E EEWWWWWWWWWWWWWWWWWT SEPTIC D BOXALT 22 0 0 0 G T a n kWWWWWWWWWWWWW DDDDDDWWWWWEEEEEE D DDDDD D DDDD DDDDDDDDD DD D D D D D D D D D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD DDDD DDD DDDDDDDDDD D D D D D D D D D D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDPropane SEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T DDDDDDDDDDDDDCLCLCLCLC L C L ( 4 6 0 )461GARAGEFEE 466.54664664654654 6 2 4614604 5 8 459(457 ) (4 5 6 ) (45 5 ) (45 4 ) (453) (4 5 2 ) ( 4 5 1 ) (450 ) (449 ) (448 ) (447 ) (446 ) (445 ) (444 ) ( 4 4 3 )(443)(444)(445)(448)(449)(450)(450) (45 1 ) (45 2 ) (45 3 ) (45 4 ) (45 5 ) (45 6 ) ( 4 5 6 ) ( 4 5 7 )(458)(459)(460)(461)(461)(462)(463)464463(464)(465)(466)(467)(468 )(468)(467)462463(45 7 )(451)462460459463462461460459458457456455454453465464464465467 466 465 464461 457 460460463456 461462463 4 5 7 4 5 8 459 45 9 4574 6 1462 4 6 3463462 461460459458452 455 452 458464465 DD D DDDD DDDD D DDDD DDDD D DDDD DD DDDDD DDDD DDDDD DDDD DDDDD D DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD D DDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDD DDDDD DDDDD D DD DD DDDD D D D DD DDDD D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD 453 36" DIA. NYLOPLASTOR CONCRETEMANHOLE12"DIA.HDPEFES455 466 458465466464463462461458 459 460 461 462 465 466 462 465 464 463 12" HDPE75' LONGS = 0.0100INV. IN 453.75INV. OUT 453.0036" HDPE PERF72' LONGS = 0.0000INV. PIPE 451.50INV. STONE 451.00WWWWW WWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWW WWW WW WFINISH FLOOR467.5CODDDDDDDDDDCODDDDDDDDChecked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Web: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.c176 TURKEY HILL ROADNORTHAMPTON, MAPERMIT SETNOT FOR CONSTRUCTION02.25.2021RLGPHLC1421" = 20'0'20'10'SCALE 1"=20'-0" (if printed full size @ 24" x 36")MATCH LINE LC141MATCH LINE LC141PROPERTY LINE100' WETLAND BUFFER50' WETLAND BUFFERWETLAND EDGE100' WETLAND BUFFER50' WETLAND BUFFERASPHALT20 ' SIDE SETBACK2" PVC WATER LINE CONNECTIONTO NEW WELLNEW WELL FOR POTABLE WATERD E C K P O R C HNEW FOUNDATION DRAINSALONG THE PERIMETER OF THEHOUSE SEPARATE PIPE SYSTEMTHAN DOWNSPOUTS6" PVC PIPEGUTTER DOWNSPOUTSCONNECT TO SUBSURFACE 6"PVC DRAIN PIPECONNECT DOWNSPOUTS ANDFOUNDATION DRAINS TOSUBSURFACE DRAINAGE6" PVC TYPICALGRADING,DRAINAGE&UTILITYPLANS(Sheet 2 of 2)NEW 500 GALLONPROPANE TANKBELOW GRADESEPTIC LINECLEANOUTGENERATORCONNECT DOWNSPOUTS ANDFOUNDATION DRAINS TOSUBSURFACE DRAINAGEB E L OW G R A D E F I B E R G L A S SWA T E R T A N K F O R F I R E S U P P R E S S I O N S Y S T EMPOSSIBLE GEOTHERMAL WELL FIELDOR GEOTHERMAL COILS BELOWGRADENEW TRANSFORMERNEW BELOW GRADE ELECTRICALCONDUIT AND TELECOM SERVICESDESIGN TO BE PROVIDED BYELECTRICAL ENGINEER5 0 ' R A D I U S O F F S E T F R OMWE L L 10 0 ' R A D I U S O F F S E T FR O M W E L L UNDERGROUND ELECTRIC SERVICETO WELL HEADPROVIDE EROSION CONTROL FABRICON ALL SLOPES GREATER THAN3 H: 1 VNATURALIZED LEVEL LIP SPREADERLOG RECYCLED FROM SITE ORMORTARED STONE Checked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Web: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.c176 TURKEY HILL ROADNORTHAMPTON, MAPERMIT SETNOT FOR CONSTRUCTION02.25.2021RLGPHLC151SITEDETAILSN.T.S.8"HOT MIX ASPHALTCOMPACTED CLEAN GRANULAR FILLCOMPACTED SUBGRADEEXTEND BASE COURSE AND SUBBASECOURSE 12" BEYOND EDGE OFPAVING WHERE ROAD IS NOT CURBEDROADGEOTEXTILE SEPARATION FABRICEXIST. GROUNDFOR FULL WIDTH AND LENGTHSTABILIZED CONSTRUCTION ACCESS NOTES:1. DIMENSIONS:WIDTH: 15' FLARED TO 25' AT ROADWAYLENGTH: 50' MIN.GRADE AND CROSS SLOPE: 2%2. CLEAR ACCESS OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL.3. GRADE THE ROAD SUBGRADE SO THAT THE ACCESS WILL NOT DRAIN OFF SITE.4. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD, SEDIMENT, ETC. FROMLEAVING THE SITE. SHOULD MUD/SEDIMENT BE TRACKED OR WASHED INTO THE PUBLICROAD IT SHALL BE REMOVED IMMEDIATELY.50' MIN8" MIN2"-3'' WASHED COARSEAGGREGATE6''x12" CONTINUOUSTRENCH FILLED WITHFLOWFILTER FABRIC STAPLED2" X 2" HARDWOODSTAKE, 8' 0.C.±TO POSTS, BURY ENDOF FABRIC UNDER STONEUNDISTURBED GROUNDFINISH GRADE OR1-1/2" CRUSHED STONENOTE:1. ALL MATERIAL TO MEET FILTREXX SPECIFICATIONS2.SILTSOXX COMPOST/SOIL/ROCK/SEED FILL TO MEET APPLICATION REQUIREMENTSSILTSOXX DEPICTED IS FOR MINIMUM SLOPES. GREATER SLOPES MAY REQUIRE LARGERSOCKSPER THE LANDSCAPE ARCHITECT.3.COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY THE LANDSCAPE ARCHITECT4.LOCAL INSTALLER: NORTHEAST ENVIRONMENTAL SOLUTIONS, AMHERST, MA 866-870-4NES.3"-4"FILTREXX SILT SOCK12-18" TYP.2"x2" WOODEN STAKEA. Silt Fence & Silt SockSCALE:TEMPORARY TRACKING PAD1NTSSCALE:EROSION CONTROL BARRIER2NTSSCALE:TYPICAL BITUMINOUS PAVING3NTS3"NOTES:1. CONTRACTOR TO ENGAGE TREE WARDEN PRIOR TO SITE MOBILIZATION. TREEWARDEN TO REVIEW EXISTING TREES AND VEGETATION AND ADVISE AS TO AIR SPADINGOF ROOTS.2. EXISTING CURBING, WALKS, PAVING WITHIN THE RIGHT OF WAY TO BE PROTECTEDDURING CONSTRUCTION. ANY DAMAGE TO THESE SURFACES REQUIRE REPAIR ANDREPLACEMENT PER THE APPROVAL OF THE CITY BY THE CONTRACTOR.3. PROVIDE TREE PROTECTION MEASURES IN ACCORDANCE WITH THE NORTHAMPTONTREE PROTECTION DETAILS. SEE ATTACHED DETAIL.4. CITY OF NORTHAMPTON DRIVEWAY WIDTHS ARE LIMITED TO 15'. CONTRACTOR TOLEAVE THE EXISTING NON-CONFORMING APSHALT APRON IN PLACE. NEW DRIVEWAYTO BE 15' ON OWNER'S SIDE OF RIGHT OF WAYKEEP OUTTREEPROTECTIONAREANOTE:1.SEE SPECS FOR ADDITIONAL TREEPROTECTION REQUIREMENTS.2.IF THERE IS NO EXISTING IRRIGATION, SEESPECS FOR WATERING REQUIREMENTS.3.NO PRUNING SHALL BE PERFORMED EXCEPTBY APPROVED ARBORIST.4.NO EQUIPMENT SHALL OPERATE INSIDE THEPROTECTIVE FENCING INCLUDING DURINGFENCE INSTALLATION AND REMOVAL.5.SEE SITE PREPARATION PLAN FOR ANYMODIFICATIONS WITH THE TREE PROTECTIONAREA.6.PROTECT ROOT SYSTEM FROM DAMAGE,COMPACTION, CONTAMINATION, FILL, ANDEXCAVATION.7.TREE PROTECTION FENCE SHALL BEMAINTAINED THROUGHOUT CONSTRUCTION.REMOVE FENCE ONLY WITH APPROVAL ANDAFTER ALL SITE WORK HAS BEEN COMPLETED.CROWN DRIPLINE OR OTHER LIMIT OF TREE PROTECTION AREA. SEE TREEPRESERVATION PLAN FOR FENCE ALIGNMENT.6'TREE PROTECTION FENCECHAIN LINK OR WIRE MESH2" X 6' STEEL POSTSOR APPROVED EQUALINSTALLED MAX. 8' O.C.5" THICK LAYER OF MULCHMAINTAIN EXISTING GRADEWITH TREE PROTECTIONFENCE UNLESS OTHERWISEINDICATED ON PLANS8.5" X 11" SIGNLAMINATED IN PLASTICSPACED EVERY 50'ALONG FENCESECTION VIEWSCALE:TREE PROTECTION FENCING- TYPE 15NTS1'TOP EDGE OF ROOTBALLPROTECT BRANCHESFROM DAMAGEPLANT TRUNK PLUMBBY OWNERREMOVE TREE TAG ATSUBSTANTIAL COMPLETIONBY OTHERS1:11 MAX1FALL 5% MIN.FALL 5% MIN.SECTIONSUBGRADE PLANSUBDRAINAGE WHENSHOWN ON PLANRADIUS OFROOTBALL1'4" MIN 6 3/4"2" MULCH AROUND TREE- HOLD MULCH AWAY FROM TREE FLARETEMPORARY SOIL SAUCER FORWATERING - REMOVE PRIORTO SURFACE FINISHINGPLANTING SOILROOT FLARE EVEN WITHFINISH GRADE +1"-0"SCARIFY SUBGRADEREMOVE WIRE BASKET& BURLAP FROM TOPHALF OF ROOTBALL (BY OTHERS)COMPACTED SUBGRADEPEDESTALSUBDRAINAGE WHENSHOWN ON PLAN1'WOODEN TREE STAKES(BY OWNER)6"12"SCARIFY SUBGRADELAWN/ SEED MIXPLANTING SOILSCALE:TREE PLANTING6NTSSCALE:LAWN PLANTING4NTSSCARIFY SUBGRADE6"EROSION CONTROL FABRICTURN DOWN AND ANCHOR ATTOP AND BOTTOM OF SLOPEPLANTING SOIL12" STAPLES1'1'LAWN OR SEED MIXSCALE:SEEDING AND EROSION CONTROL FABRIC ON SLOPE7NTS Checked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Web: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060Landscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.c176 TURKEY HILL ROADNORTHAMPTON, MAPERMIT SETNOT FOR CONSTRUCTION02.25.2021RLGPHN.T.S.STORMWATERDETAILSFEB 24, 2021UNDER PAVEMENT, COMPACTEDCOMPACTED GRAVEL BORROWEXCAVATED (NATIVE) MATERIALUNDER NON-PAVED AREASHAND TAMPED BEDDINGHAND TAMPED BACKFILLD + 2'-0''3'-0'' MIN.* MIN. COVERAGE REQUIREMENTS:SEWER 4'-0'' MIN.WATER 5'-0'' MIN.UNDERGROUND SERVICESNOTE: ENTIRE PIPE LENGTH MUSTFIRM SUBGRADE(HAUNCHING)BE FIRMLY SUPPORTED.& GAS 2'-6'' MIN.VARIES5'-0" MAXEMBEDMENT MATERIAL 1*MINIMUMCOVERAGE12"DD/26"MINSCALE:TYPICAL UTILITY TRENCHING2NTS12" MIN AT PAVED AREAS4'8'12" DEEP6" LOAM AND SEED6" COMPACTEDGRAVEL BASE 95%MIN. DENSITYUNDISTURBED ORCOMPACTEDSUBGRADEPRECAST CONCRETEWEIR , 6"x18"EXIST . GRADE 2 : 1 S LO P E2:1 SLOPEEXIST. GRADESCALE:GRASS LINED LEVEL SPREADER CROSS SECTION4NTSCONCRETE BEDDING TOENSURE WEIR IS LEVEL111BUILDING WALLROOF DOWNSPOUTD.I. DOWNSPOUT ADAPTORFINISH GRADE LOAM & SEEDD.I. RISER, ELBOW AND CONNECTIONTO PERIMETER DRAIN, TYP.6''MAX.COMMON BACKFILLTO ACCOMMODATE SHAPE OF DOWNSPOUTINV 451.50INV 453.75INV 454.25100-yr STORM EL. 453.96RIM 458.00 10-yr STORM EL. 453.238" HDPE ROOFDRAIN PIPE36" HDPE PERFSTORAGE PIPE12" HDPEDRAIN PIPE36" HDPE PERFSTORAGE PIPE12" HDPEDRAIN PIPE8" HDPE ROOFDRAIN PIPE12" HDPE DRAINPIPE TO GRASSLINED LEVELSPREADER #148" DIA.NYLOPLASTMANHOLEBOTTOM OF PIPE 451.50BOTTOM OF STONE 451.00ESHGW FROMTEST PIT #5 = 449FINISH GRADE VARIESFROM 457.5 TO 45836" HDPE PERFSTORAGE PIPE72'1" CRUSHEDSTONE4'6"6"36" HDPE PERFSTORAGE PIPECOMPACTEDSUBGRADE4'4" LOAMAND SEED6"6"6" MIN. STONE ALONG BOTHENDS TO DIRECT FLOW TO WEIRTOP EL. 412 (BR1)TOP EL. 460 (BR2)TOP OF BERM 415.0 (BR1)TOP OF BERM 463.0 (BR2)STONES OR LOG LINEDEMERGENCY OVERFLOWTOP ELEV. 414.5 (BR1)TOP ELEV. 462.5 (BR2)PLANTING MEDIACOARSE GRAVEL FILLUNDISTURBED OR COMPACTEDSUBGRADEFILTER FABRIC40% SAND, 20% TOPSOIL, 40% COMPOST2-3" MULCH LAYERSCALE:BIO RETENTION AREA #1 (BR1); BIO RETENTION AREA #2 (BR2), SPILLWAYS AND BERMS5NTS100-yr STORM EL. 462.49 (BR2)100-yr STORM EL. 414.78 (BR1)8" HDPE ROOF DRAIN TO SIS8" COMPACTEDGRAVEL6" LAYER OF 1"CRUSHED STONE6" LAYER OF 1"CRUSHED STONEEND CAP6" WIDTH OF 1"CRUSHED STONESECTION VIEWSECTION VIEWPLAN VIEWSCALE:ROOF LEADER6NTSSCALE:48" NYLOPLAST DRAIN MANHOLE & SUBSURFACE INFILTRATION SYSTEM (SIS)7NTSSCALE:CROSS SECTION OF CROSS CULVERT UNDER THE DRIVEWAY, STILLING BASIN (1P)1NTS10" HDPE CULVERT 40' LONG, SLOPE @ 10%PROPOSED DRIVEWAY - SKEWED VIEWACTUAL CROSS SLOPE = 1.9%OUTLET CONTROLSTRUCTUREGRATE - RIMELEV. = 450.00INV. IN =446.00INV. OUT =442.00FINISH GRADE10" HDPE FLAREDEND SECTIONBOULDERS FORENERGY DISSIPATIONRIPRAP @OUTLETSTILLING BASIN (1P)BOTTOMEL. 441RIPRAP OVERFLOWELEV 442.0TOP OF BERMELEV 442.5CONTAINMENT AREA (2P)8" COMPACTEDGRAVELGRATE - RIMELEV. = 450.00INV. IN =446.0010" HDPECULVERT3' SQUARE5"5"SCALE:OUTLET CONTROL STRUCTURE3NTS30" GRATECOMMON FILL6'LC152GPHRL TURKEY HILL ROAD RESIDENCE1EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1/14/2021 4:56:30 PM01/14/2020AuthorCOVER SHEETG1.0TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 01062176 TURKEY HILL ROAD NOTHAMPTON, MA 01062Permit SetJANUARY 14,2021DRAWING LISTSHEET # SHEET NAMEA1.0 BASEMENT PLANA1.1 FIRST FLOOR PLANA1.2 SECOND FLOOR PLANA1.3 ROOF PLANA1.4 GARAGE FLOOR PLANSA2.1 EXTERIOR ELEVATIONSA2.2 EXTERIOR ELEVATIONS (CONT.)A2.3 EXTERIOR ELEVATIONS - GARAGEA3.1 BUILDING SECTIONSA3.2 BUILDING SECTIONSA3.3 BUILDING SECTIONSA3.4 BUILDING SECTIONS - GARAGEA3.5 WALL SECTIONSA4.1 ENLARGED KITCHEN FLOORPLANS & ELEVA4.2 ENLARGED PLANS & ELEVA6.0 SCHEDULESA6.1 SCHEDULESLANDSCAPE ARCHITECTBERKSHIRE DESIGN GROUP4 Allen PlaceNorthampton, MA 01060413.582.7000GENERAL CONTRACTORTeagno Construction Inc.228 Triangle St, Amherst, MA 01002413.549.0803 UPA2.2A2.2C1A1345621ACEDBBATHROOM003FINISHED BASEMENT002STORAGE / MECHANICAL001LIFTDECK ABOVE006003A4.2C680' - 0"2' - 0"6' - 2"46' - 0"16' - 0"64' - 0"23' - 0"15' - 0"2' - 0"6' - 0"14' - 0"4' - 0"14' - 0"18' - 0"10' - 0"24' - 0"10' - 0"14' - 0"1 5 ' - 0 "CRAWL SPACE8"7' - 6 3/4"3 1/8"6' - 6"7' - 0"31' - 2"44' - 4"15' - 2"A2.311EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1/14/2021 4:54:06 PM1/4" = 1'-0"01/14/2020AuthorBASEMENT PLANA1.0TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 010621/4" = 1'-0"FLOOR PLAN - BASEMENT FLOORA1 UPUPA2.2A2.1A2.2C1C1A1345621ACEDA1A3.1A1A3.2A3A3.1BA2.3A1LIBRARY124DINING ROOM120POWDER116LIVING ROOM123BACK HALL STAIR11516' - 0"16' - 0"18' - 0"16' - 0"MASTER BEDROOM129ENTRY12180' - 0"15' - 5 3/4"HALL117KITCHEN118PANTRY119CL121aDECK301SCREEN PORCH302Front Porch300GARAGE103OUTDOOR KITCHEN303grillherbs and ctp.A4A1133A1123132B132AB4131BB1B1B3124121121A120QQ116118119106B115117121B124A103A103B103C120AQQ131AA4.1A1PASS THRUA4.21A2.3D2A1A3.3C1A3.3A4.2C1-7.5"-12"7' - 11 3/4"3' - 9"3' - 9"SHELVING8' - 0"80' - 0"17' - 8 1/2"20' - 1 1/2"16' - 5 1/2"14' - 0"16' - 0"18' - 0"16' - 0"7' - 5 7/8"EQEQ2' - 9 3/8"3' - 11 7/8"12' - 5 7/8"7' - 0 1/8"4' - 0"11' - 4 1/2"10' - 2"5' - 10"6' - 6 1/2"9' - 5 1/2"26' - 0 1/4"28' - 3 1/2"4' - 1"5' - 9 1/4"4' - 8 3/4"2 ' - 0 "1 5 ' - 2 "7 ' - 0 "12' - 0"7' - 0"4' - 3 1/4"46' - 0"5' - 1"14' - 0"2' - 0"24' - 0"10' - 0"10' - 0"15' - 4 1/2"17' - 10 3/4"13' - 0 3/4"4' - 0"10' - 0"7' - 0"23' - 6"22' - 7 3/4"4' - 1"6' - 10 3/4"4' - 1"2' - 0"3 ' - 0 "BENCH3' - 0"12' - 0"A2.311EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1/14/2021 4:54:18 PM1/4" = 1'-0"01/14/2020AuthorFIRST FLOOR PLANA1.1TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 010621/4" = 1'-0"FLOOR PLAN - FIRST FLOORA1 UPUPA2.2A2.2C1A1345621ACEDA1A3.2A3A3.1BA2.3A118' - 0"16' - 0"16' - 10 1/2"4' - 1"GUEST SUITE209GUEST BEDROOM207FAMILY ROOM212GUEST SUITE019GUEST SUITE018CLOSET206HALL211C3MNN219216207C2C2MONOMQQQDD212213A1A3.4C1A3.2A1A3.3C1A3.3DD17' - 8 1/2"EQEQ6' - 0"6' - 0"4' - 10"5' - 10 1/2"5' - 0"12' - 0"9' - 8 1/2"8' - 3 1/2"5' - 0"BATH218BATH 219GUEST LIVING AREA015BATH 209BATH 207OFFICE2085 1/2"5 1/2"13' - 3"13' - 3"11' - 5"5' - 2"10' - 0"15' - 2"16' - 4"15' - 2"7' - 4"15' - 0"15' - 6 1/2"10' - 0"4' - 10 1/2"16' - 0"14' - 0"16' - 0"2' - 0"A2.31DDMNRNOQLQL6" / 12"6" / 12"6 " / 1 2 "6 " / 1 2 "1EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1/14/2021 4:54:34 PM1/4" = 1'-0"01/14/2020AuthorSECOND FLOOR PLANA1.2TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 010621/4" = 1'-0"A1FLOOR PLAN - SECOND FLOOR 6" / 12"6" / 12"6" / 12"6" / 12"6" / 12"6" / 12"4" / 12"4" / 12"4" / 12"6 1/2" / 12"4" / 12"4" / 12"DDDDDD10" / 12"10" / 12"6 1/2" / 12"6 1/2" / 12"6 1/2" / 12"4" / 12"4 " / 1 2 "4 " / 1 2 "6 " / 1 2 "6 " / 1 2 "6" / 12"6" / 12"1EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1/14/2021 4:54:47 PM3/16" = 1'-0"01/14/2020AuthorROOF PLANA1.3TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 010623/16" = 1'-0"A1FLOOR PLAN - ROOF 1CDSTAIR104GARAGE103A2.3A1A2.3D2A2.3C4104A103D103C103B103AQQQ104BA4.2C3C5A2.311CDREC. ROOM201A2.3A1C2C2C2QA2.3D2A2.3C4C2C2A4.2D5A2.31CD4 " / 1 2 "4 " / 1 2 "1EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1/14/2021 4:55:08 PM1/4" = 1'-0"01/14/2020AuthorGARAGE FLOOR PLANSA1.4TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 010621/4" = 1'-0"FLOOR PLAN - GARAGE FIRST FLOORA11/4" = 1'-0"FLOOR PLAN - GARAGE SECOND FLOORC11/4" = 1'-0"FLOOR PLAN - GARAGE ROOF1 SECOND FLOOR478' -9 3/4"T.O. FOUNDATION466' -6"FIRST FLOOR467' -6"T.OW.486' -10 7/8"QQQQQMONOMLFIBER-CEMENT CLAPBOARDW/ 8" EXPOSUREFIBER-CEMENT PANEL W/1x3 BATTEN AT 12" O.C.CEDAR SHAKE 8"EXPOSUREALUMINUM GUTTER, BLACKFIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTSB2124121120SLC2C2SECOND FLOOR478' -9 3/4"T.O. FOUNDATION466' -6"FIRST FLOOR467' -6"BASEMENT458' -0"T.OW.486' -10 7/8"MRC3A4B4A1B3MDDC4A1P1EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1/14/2021 4:55:21 PM1/4" = 1'-0"01/14/2020AuthorEXTERIOR ELEVATIONSA2.1TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 010621/4" = 1'-0"FRONT-NORTHA11/4" = 1'-0"REAR-SOUTHC1WINDOW SCHEDULEMARK COUNTSIZEWIDTH HEIGHTA1 3 3' - 0" 1' - 6"A3 2 3' - 0" 3' - 0"A4 3 3' - 0" 4' - 0"B1 2 3' - 0" 6' - 0"B2 2 6' - 0" 6' - 0"B3 1 9' - 0" 6' - 0"B4 1 10' - 8" 6' - 0"C2 7 7' - 6" 2' - 6"C3 1 9' - 0" 3' - 0"C4 1 9' - 0" 4' - 0"D 6 2' - 0" 6' - 0"L 3 5' - 0" 2' - 5 1/4"M 4 7' - 6" 5' - 0"N 5 5' - 0" 5' - 0"O 3 2' - 6" 5' - 0"P 1 12' - 0" 6' - 0"Q 12 2' - 6" 2' - 6"R 1 10' - 0" 5' - 0"S 1 5' - 0" 4' - 0" T.O. FOOTING457' -6"SECOND FLOOR478' -9 3/4"FIRST FLOOR467' -6"BASEMENT458' -0"T.OW.486' -10 7/8"DDDNNOA4A4QC2SECOND FLOOR478' -9 3/4"FIRST FLOOR467' -6"T.OW.486' -10 7/8"NNDDB1B1DB2A3A31EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1/14/2021 4:55:42 PM1/4" = 1'-0"01/14/2020AuthorEXTERIOR ELEVATIONS(CONT.)A2.2TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 010621/4" = 1'-0"A1EAST1/4" = 1'-0"WESTC1WINDOW SCHEDULEMARK COUNTSIZEWIDTH HEIGHTA1 3 3' - 0" 1' - 6"A3 2 3' - 0" 3' - 0"A4 3 3' - 0" 4' - 0"B1 2 3' - 0" 6' - 0"B2 2 6' - 0" 6' - 0"B3 1 9' - 0" 6' - 0"B4 1 10' - 8" 6' - 0"C2 7 7' - 6" 2' - 6"C3 1 9' - 0" 3' - 0"C4 1 9' - 0" 4' - 0"D 6 2' - 0" 6' - 0"L 3 5' - 0" 2' - 5 1/4"M 4 7' - 6" 5' - 0"N 5 5' - 0" 5' - 0"O 3 2' - 6" 5' - 0"P 1 12' - 0" 6' - 0"Q 12 2' - 6" 2' - 6"R 1 10' - 0" 5' - 0"S 1 5' - 0" 4' - 0" GARAGE 1ST FLR466' -6"GARAGE 2ND FLR477' -6"GARAGE ROOF487' -6"GARAGE B.O.F.462' -6"QQQC2C2FIRST FLOOR467' -6"GARAGE 1ST FLR466' -6"GARAGE 2ND FLR477' -6"GARAGE ROOF487' -6"GARAGE B.O.F.462' -6"10' - 0"11' - 0"9" / 12"10" / 12"Q4" / 12"GARAGE 1ST FLR466' -6"GARAGE 2ND FLR477' -6"GARAGE ROOF487' -6"GARAGE B.O.F.462' -6"C2C2C2103A103B103C103D4" / 12"GARAGE 1ST FLR466' -6"GARAGE 2ND FLR477' -6"GARAGE ROOF487' -6"GARAGE B.O.F.462' -6"5' - 10"7' - 7"10' - 0"GARAGE 1ST FLR466' -6"GARAGE 2ND FLR477' -6"GARAGE ROOF487' -6"GARAGE B.O.F.462' -6"10' - 0"11' - 0"4' - 0"C2C2C2103A103B103C104A1EDCBA23456EDCBA123456c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1/14/2021 4:55:59 PM1/4" = 1'-0"01/14/2020AuthorEXTERIOR ELEVATIONS -GARAGEA2.3TURKEY HILL RD RESIDENCE20039176 TURKEY HILL ROADNOTHAMPTON, MA 010621/4" = 1'-0"D2EGARAGE - REAR -1/4" = 1'-0"C4Elevation 3 - a11/4" = 1'-0"A1GARAGE - FRONT -1/4" = 1'-0"GARAGE ELEVATION11/4" = 1'-0"BUILDING SECTION A - GARAGE21/4" = 1'-0"BUILDING SECTION 3 - GARAGE3