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235 Soil Suitablity 2018 BOARD OF H MEMBERS LTH CITY OF NORTHAMPTON eP1M'"°>a ti • b.q MASSACHUSETTS 01060 i�;+r�[ JAY FLEITMAN,M.D.,ACTING CHAIR +� � SOU SUZANNE SMITH,M.D. le ,i�t• DONNA C.SALLOOM wa��%'. _ DIRECTOR OF PUBLIC HEALTH OFFICE OF THE XANTHI SCRIMGEOUR,MHEd,CHES, BOARD OF HEALTH 212 MAIN STREET 587-1214 NORTHAMPTON,MA 01060 FAX(413)587-1221>> C / /eon/ l---:-- j5-0 t 45Yflocese # d3Ls) = // Site itability or On-Site Sema /e Disposal ;51.-- /:°5"C.D / Pa el✓ Poa.�( I(//b �5 `f'AA'1 ( Project Number Date: <-- Performed by: Equipment 0 erator Health Inspector -7 -t1✓. Ca 11-i/u N 1/r /4,60k Site Addres Client Name&Address X35C � �� 3(r/ �owKJe r ,¢p;.�C tit/4110/1. V /(/I�/ ➢�f, /DNwConstruction ❑ RRea�j Office Review Published Soil Survey Available: No 0 Yes �I Year Published Publication Scale So' ap Unit Drainage Class Soil Limitations Surficial Geologic Report Available: No 0 Yes ❑ Year Published Publication Scale Geologic Material(Map Unit) Landform Flood Insurance Rate Map: Above 500 year flood boundary❑ Within 500 year flood boundary 0 Within 100 year flood bounnary 0 Wetland Area: National Wetland Invetory Map(Map Unit) Wetlands Conservacy Program Map(Map Unit) Current Water Resource Conditions(USGS): Month Range: Above Normal 0 Normal 0 Below Normal O Other References Reviewed: Percolation Test Results Pere 1-1 Time Measurement Time Measurement _ Begin Saturation / /f(r-4I; 3 Aen Begin Saturation End Saturation (2 q17 3 End Saturation 9"-dept4_ 9.,depth. Measurement Measurement _ 6"depth 6"depth MeasurementMeasurement - • - •-- - Elapsed Time /g Elapsed Time 9"to 6" 4/61 /nl / /Air.. Percolation Rate <m mm7in "--"- — erP calehon 1+-ate: Bottom of Percolation Test Hole: Bottom of Percolation Test Hole: ir _- _ - _.. _ Peterminafron-forSemnatilidr9trater-Table - Method Used Depth observed standing on observation hole> 0 Depth weeping from side of observation hole- inches 0 Depth to soil monies_inches 0 Ground water adjustment inches. Index Well Number Reading Date Index well level Depth of Naturally Our arms Pervious Material Does at least four feet of naturally occurring pervious'ar.terial exist m all areas absented throughout the area proposed for the soil absorption system? If yes,what is the depth of naturally occurring pervious material? _ If not,what is the depth of naturally occurring pervious material?__ . T.P.ft I-I • On-Site Review Deep Hole Number: /'-6 Date'dfo/Mime: '7�,q Weather: oo &Ovs.' b���SNdti Location(identify on ' Li v "°lt / Land UseNegetatio Slope(%): /C''^ / Surface Stones: ory52 Landform: Position of Landscape: Distance from: Open Water Body .\700 Fee Drainageway Feet Possible Wet Area T,l)U Fee Property Line Feet Drinking Water Well Fere Other Feet DEEP OBSERVATION HOLE LOG Depth from Soil Soil Texture Soil Color Soil Other(Structure,Stones,Boulders, Surface Horizon (USDA) (Mansell) Mottling Consistency,%Gravel) ,A 1 (Inches) . l .Di 5L IOyrI PI/12I I S qb �/ hi /5 QNS /_33I, 510///".‘ 0/� —some sicwe s 10 / —'--- . �5y, m044-frs )0g" i /.19%--J Off ( gg- I r') — k —Sc.rne CA C,• Q Parent Material(geologic) �f rOU��W~ / giiI r Depth to-Groundwater: Standing Water in the Hole: bo+Ir*n.A•l Depth to Bedrock: > Estimated Seasonal High Ground Water: > 7JrWeeping from Pit Face: 101 t 1 0IP (it,I, r USDA United States A product ofthe National Custom Soil Resource Department of Cooperative Soil Survey, Agriculture a joint effort of the United Report for IV(��J States Department hor - Hampshire County, N K Agriculture and other fl Federal agencies, State Natural agencies including the Massachusetts, Resources Agricultural Experiment Conservation Stations, and local Central Part Service participants Joseph Baker - 235 Coles Meadow Rd April 11, 2018 Preface Soil surveys cohtain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses.The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning,onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nres.usda.gov/wps/ portal/nres/main/soils/health/)and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.sc.egov.usda.gov/locator/app?agency=nres)or your NRCS State Soil Scientist(http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/? cid=nres142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service(NRCS)has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 alternative means for communication of program information (Braille, large print, audiotape, etc.)should contact USDA's TARGET Center at(202)720-2600(voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800)795-3272 (voice)or(202)720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface 2 Soil Map 5 Soil Map e Legend 7 Map Unit Legend 9 Map Unit Descriptions 9 Hampshire County, Massachusetts, Central Part 11 711C—Chariton-Rock outcrop-Hollis complex, sloping 11 4 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map.Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 5 Custom Solt Resource Report —rSoil Map a N ®® 91031 5137 031110 COMM NML ®IW 9135 5430 (0117 v aet. a2r sx gs 1 1 1 1 1 1 1 1 , 1 o 1 P 1 1 1 1 1 1 1 4r2r4oN 42.vmn Se 5® 5419 5111 54320 5415 54340 (041(0 5439 54170 x ss 571 Map fie:1:621 tpttml an A paratl&5"x ill sheet A Metes N o 5 10 23 23 AFeet o m ® m 5 M ,pajeiM:Nw Mv�x f moM9s:vxsea rxge31a:11IMhrc 1B4 V1�9 6 Custom Soil Resource Report MAP LEGEND MAP INFORMATION Area of Interest pop ® Spoil Area The soil surveys that comprise your AOl were mapped at Area of Interest(AOI) 1:15,800. c Stony Spot Soils Very Stony Spot l I Soil Map Unit Poygons .A� Warning':Soil Map may not be valid at this scab. Y Wet Spot Soil Map Unit Lines Enlargement of maps beyond the scale of mapping can cause p Other• misunderstandingmappingaccuracy Soil Map Unit Points of the detail of ma in and of soil Special Point Features caw Special Line Features line placement.The maps do not show the small areas of contrasting soils that could have been shown at a more detailed is Blowout Water Features scale. ® Borrow Pre .-� Streams and Canals Transportation Please rely on the bar scale on each map sheet for map ]r( Clay Spot 1 Rails measurements. O Closed Depression y Interstate Highways Geral Pd Source of Map: Natural Resources Conservation Service ;Reg US Routes Web Soil Survey URL: Gravelly Spot Major Roads Coordinate System: Web Mercator(EPSG:3857) O Landfill stet Local Roads Maps from the Web Soil Survey are based on the Web Mercator A Lava Flow Background projection,which preserves direction and shape but distorts • Marsh or swamp Aerial Photography Albers and area.A projection that preserves area,such as the Albers equal-area conic projection,should be used if more rR Mine or Quarry accurate calculations of distance or area are required. O Miscellaneous Water This product is generated from the USDA-NRCS certified data as O Perennial Nater of the version date(s)listed below. y Rock Outcrop Soil Survey Area', Hampshire County,Massachusetts,Central + Saline Spot Part Survey Area Data: Version 12,Oct 6,2017 Sandy Spot w Severely Eroded spot Soil map units are labeled(as space allows)for map scales 1:50,000 or larger. Q Sinkhole ;s Slide or Siip Date(s)aerial images were photographed: Sep 29,2013—Oct 16,2016 O Sodic Spot The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background 7 Cuktom Soit Resource Report Map Unit Legend 1 I q4p Unl$jn$gl lisp Unit Name AUysInAOI - . Percent of AOl 711C • Chariton-Rock outcrop-Hollis 1.3 100.0% '.. complex,sloping Totals for Area of Interest 1.3 100.0° Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas.A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena.Thus,the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management.These are called noncontrasting, or similar, components.They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data.The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements.The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. 9 -. Custom Soil Resource Report An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example,Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar.Alpha-Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous.areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 10 Custom Soil Resource Report Hampshire County, Massachusetts, Central Part 711C—Charlton-Rock outcrop-Hollis complex, sloping Map Unit Setting National map unit symbol: 99zm • Mean annual precipitation: 40 to 50 inches Mean annual air temperature: 45 to 52 degrees F Frost-free period: 120 to 240 days Farmland classification: Not prime farmland Map Unit Composition Charlton and similar soils: 35 percent Rock outcrop: 25 percent Hollis and similar soils: 20 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Charlton Setting Landform: Hills Landform position (two-dimensional): Backslope Landform position (three-dimensional): Side slope Down-slope shape: Linear Across-slope shape: Convex Parent material: Friable loamy eolian deposits over friable loamy basal till derived from granite and gneiss Typical profile H1 -0 to 7 inches: fine sandy loam H2- 7 to 13 inches: fine sandy loam H3- 13 to 22 inches: gravelly fine sandy loam H4-22 to 60 inches: gravelly sandy loam Properties and qualities Slope: 8 to 15 percent Percent of area covered with surface fragments: 2.0 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high (0.60 to 6.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile: Moderate(about 7.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7s • Hydrologic Soil Group: A Hydric soil rating: No 11 Custom Soil Resource Report • Description of Rock Outcrop - Setting Parent material: Granite and gneiss Properties and qualities Slope: 0 to 15 percent Depth to restrictive feature: 0 inches to lithic bedrock Runoff class: Very high Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 8s Hydric soil rating: Unranked Description of Hollis Setting Landform: Hills Landform position (two-dimensional): Summit Landform position(three-dimensional): Side slope Down-slope shape: Linear Across-slope shape: Convex Parent material: Friable loamy basal till over granite and gneiss Typical profile H1 -0 to 5 inches: fine sandy loam H2-5 to 19 inches: fine sandy loam H3- 19 to 23 inches: bedrock Properties and qualities. Slope: 8 to 15 percent Percent of area covered with surface fragments: 2.0 percent Depth to restrictive feature: 10 to 20 inches to lithic bedrock Natural drainage class: Well drained Runoff class: Very high Capacity of the most limiting layer to transmit water(Ksat): Very low to low(0.00 to 0.01 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile: Very low(about 2.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7s Hydrologic Soil Group: D Hydric soil rating: No Minor Components Ridgebury Percent of map unit: 10 percent . Landform: Depressions Hydric soil rating: Yes Woodbridge Percent of map unit 5 percent 12 City/Town of Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal FILE COPY A. Facility Information j"65 8n/uE/2 Owner Name ,):j5" 670/_/€5 /1i.Fndocc> •lotz,D Street Address Map/Lot# /(10/2)7714#1,110,—; ItleA1rJ 0/0 roof City State Zip Code B. Site Information r r • 1. (Check one) ❑ New Construction. 1:124 Upgrade Repair /' 2. Soil Survey Available? Yes LI No If yes: N feC`S Io/s C 7/I Source Soil Map Unit 7110- CHMCITcWEOCK corceor- Flo//q Soil Name co„,v,Jew _ S/0/0,-fSoil Limitations • ✓` /96Y /r 2YoOd X k ' 3. Surficial Geological Report Available7NI Yes 0 No If yes: Year Published/Source Publication Scale Map Unit Frrable /oclrn eo/ian eirdii#s Over A444' S:dc, ./vpe / &Ae/<<r%e Geologic/Parent Material aasel/ ///// O�y.0ari!•f/✓qah,le gnnmss / 4. Flood Rate Insurance Map / Above the 500-year flood boundary? X Yes ❑ No Within the 100-year flood boundary? ❑ Yes IS No Within the 500-year flood boundary? 0 Yes lt' No Within a velocity zone? ❑ Yes X No 5. Wetland Area: Wetlands Conservancy Program Map Map Unit Name ' 51/09 6/ • 6. Current Water Resource Conditions(USGS): Monnyyear� Range: ig Above Normal DINormal ❑ Below Normal 7. Other references reviewed: /4111 Gds °l//ver D hi V ewer — Goer//Q e;,—/-4t5forml 1 -rev.3413 r/ Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 1 ore 135 CoarGc5 J1*if DOt J AJ ,/onmin-A-/gfoe /4-14 A , Commonwealth of Massachusetts r City/Town of Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed primary and reserved disposal area) Deep Observation Hole Number: 776; / yhvbo/& 4 uC4 v( J�� GOL.) Date Time Weather 35-y 1. Location Ground Elevation at Surface of Hole: Arn Location(identify on plan): J"oa S"//C 4 2. Land Use in-11- 4-1 , fli `/ £r,e 4.7,..k.16,-- oLtcro/O , '-,f (e.g.,woodland,anneal ral field,vacant lot,,etc.) Surface Stones Slope(%) Se Wood Mild Bs/Jj Vege ion Landform Position on Landscape(attach sheet) , 3. Distances from: Open Water Body Drainage Way t" Possible Wet Area feet �, feetflo.c+r 20 , p,B UL MtC) Property Line rpt Drinking Water Well /Int Other feet 4. Parent Material: Unsuitable Materials Present: D Yes )J No 0 00 — 42-1/f At , ocizz- -r If Yes: ❑ Disturbed Soil 0 Fill Material ❑ Impervious Layer(s) 0 Weathered/Fractured Rock 0 Bedrock • 5. Groundwater Observed: `r Yes ❑ No If yes: 9 f 95e ~ Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: inches elevation • t t5forrn11•rev.3/13 Form 11-Soil Suitability Assessment for On-Site Sewage Disposal •Page 2 of 8 Commonwealth of Massachusetts City/Town of ar' Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal TGr c,oi/ g tk-h-K 3 s— C.Or.4_,9 tit4:.0'at- • O C. On-Site Review (continued) ,4102,r-R-4svyN foar—i !.t4/4 Deep Observation Hole Number: Tl9y -A Redoximorpl»c Features Coarse Fragments Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture V.by Volume Soil Con Soli oOther Depth(in-) Layer Moist(Munsell) (USDA) Cobbles Structure (moist) Depth Color Percent Gravel Stones v- Ii ,p !"yy t 5/e_,1-1, %ice —' — ti- lv��T-{{ FK-SSsr.ay F,znr9:.. z�-�3 l��gLU�t`oL-Z $ Ar" u!/ 'S/L e �Ceu .G1ij 33'!G E Gv ytt se4 5/4' !UB 'R1 - act Additional Notes: hit-e)Q qy " 1iw& e 9Y • 4::://-r. G s 4/0 TA. S/i/14, Ae/.t ip „c, sour t • t5forml l •rev.3/13 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 3 of 6 I 1 , Commonwealth of Massachusetts City/Town of Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal E F To s ,eint 64li_ g-2 C. On-Site Review (continued) L35 C6c,S M•Efl0°w R 5 Deep Observation Hole Number 772L_z RedoxlmorpN-c Features Coarse Fragments Soil Horizom Soli Matrix:Color- (mottles) Soil Texture %by Volume Soli Soil Depth(In.) Layer Moist(Munsell) (USDA) Cobbles& Structure Consistence other Depth Color Percent Gravel (Moist) Stones o-y/ 4 AY'f• L '3/4- //—zo F, -c. !°rt. c' S'Y AC' 57 rim to- /°6 C <° VI/_4, 8/1._ 37, .,., ra4si/.0 tiff- 24-40., /eict fr, — "tock_ Additional Note: bite, Lam" 9 9 r✓iu6. 79 " /1yoT7tJtr(O 6 " ,£«Cur 65 " • t5form1l •rev.3113 Form 11-Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8 1 Commonwealth of Massachusetts City/Town of _, Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) DeepObservation Hole Number: TA/ .Z via ) 40/e p60 AtAc( cOC, Jr° Date Time Weather 1. Location S 0 e fall "-CC S`�Jc// C Ground Elevation at Surface' , , ,r of Hole: Location(identify on plan): G-! ,'U 44,4aiy it'�/eo l Oi 2. Land Use (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones"tag_hie Slope(%) Vegetation Landform Position on Landscape(attach sheet) K1/}3. Distances from: Open Water Body Drainage Wayfeet Possible ® 1/} Possible Wet Area fes 70 ' F.zoK fo6/.G Duan Property Line feet Drinking Water Well p feet feet 4. Parent Material: /w Si.e.e Unsuitable Materials Present: % Yes JR No 0uY-C✓n-54/ T/i-C_ ' If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock • 5. Groundwater Observed: 21 Yes 0 No If yes: 9y . � a.pepth Weeping Rom Pit Depth StandingWater in Hole Estimated Depth to High Groundwater: 6``/( y-e-e-"ice c_ inches elevation r t5rorml 1 •rev.3/13 Form 11-Soil Salability Assessment for On-Site Sewage Disposal •Page 0 of 8 • Yastl ' /0/4-/uC.-2 Commonwealth of Massachusetts Z;;S— CG Cir.-3 if 75--4 acts._, Ana t City/Town of n/agnei -Zf✓/ ostJ s fff1/=, 4 : Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal D. Determination of High Groundwater Elevation Method Used: tTPS-r Y-Ai • Z K se A. 9V. B. 3r. ❑ Depth observed standing water in observation tole inchesinches ex h �, A. 7V B. 53' V ❑ Depth weeping from side of observation hole inchesinches A. ` B. CQb ❑ Depth to soil redoximorphic features (mottles) inches inches B. ❑ Groundwater adjustment(USGS methodology) iinnches inches ._ 2. Index Well Number Reading Date Index Well Level Adjustment Factor Adjusted Groundwater Level E. Depth of Pervious Material • 1. Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? • gr Yes 0 No 1/ Tr -y ;3.3 is /0B b. If yes,at what depth was it observed? Upper boundary: inches Lower boundary: inches rr_Z Zo .• /o B h r t5fom111•rev.3/13 Form 11—Sal Suitability Assessment for On-Site Sewage Disposal •Page 6 of 6 / i ‘7-6,5".c P// /3 iii-lc/UE Commonwealth of Massachusetts 2")i- CotA4/5-#900 'e-C3/719s .5- 'e-C3/719 ! ,y r,i„,• City/Town of N0Q-7l7`/?-rv/�C/`d A.) /41J9-5'5 Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal F. Certification I certify that I am currently approved by the Department of Environmental Protection pursuant to 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. I further certify that the results of my soil evaluation,as indicated in the attached Soil Evaluation Form, are accurate and in rdance with 310 CMR 15.100 through 15.107. 431/04/oie Signature of Sol Evaluator Date £0/'-t.-bra7 ..TJ>Tr $j lQ /5'9 Typed or Printed Name of Soil Evaluator I License# Date of Soil Evaluator Exam D4-AJ HVAjuhe- 4017” /1-6/E4 Jr . -, .r /.1..a..e / ar I • Name of Board of Health wbness Board of with Note: In accordance with 310 CMR 15.018(2)this form must be submitted to the approving authority within 60 days of the date of field testing,and to the designer and the property owner with Percolation Test Form 12. eaaM ot,Na. yr y iram % John G Sanaa Cid No.30148 <bye eistelea ae e83ianal F.�` ,cfnrm'H .rw. lMi r....,.. a..+e.-4 ...1m.n............ri...n..CI,e...........n. I .Dwv♦.-fC t Commonwealth of Massachusetts City/Town of Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal o Field Diagrams co c..4 A-4iE4CUW' r o I I /� Use this sheet for field diagrams: I Cx A zri ring A Inraill I i / _ I 6124414 A- r -4�MECo #25 Orig. Surf. Elev.:� 99 �� 99.3 i' �. I —___— stye' . COLES MEADOW ROAD 98 b ' riox \ LEGEND (;nI.4 - a.ti4 ou1,.1 -a.64 JI Perc Test location & # 9n ro [#3 Deep Hole location & # Ke,to Mat&tS Menem lied 104,01 13_,_-_ Original contour Indicates concrete g9.ko Q Indicates washed stone 2.49 _.__ Revised contour Variances Applied For: El Indicates Title 5 sand pp Indicates perf. pipe Indicates native or bank run fill 3 foot separation to groundwater. Indicates solid pipe Note:for fill requirements not otherwise DEP Policy BRP/DWM/PeP-P00-6 • Well location indoted,assume native or bank-run N. invoked with this plan. ground surface SYSTEM PROFILE 1 Not to Scale Standard model infiltrators native loam to cover _ SIIFF`` - - - - - Ill IIIllli11.1111I 111111IIIlllllllllllllllllll-- 9 LI��.. EPTIC TANK -60' ', - I 5I I • I i I• • length i / % i ' Bldg. out `Septic in Septic out D-box inlet Inv. Excavate Field Base Surface SHGW Sep. Gndwater inverts 1012 100.9 100.6 In: 99.6 99.4 95.6 98.6 100.4 3 ft. 95.6 & Elev.: ield length (ft.): 25 Out: 99.4 , Plan to Repair Date: Owner. \ HOMESTEAD INC. Septic System • 9/5/04 Steve Mongeon Thomas S. Leue R.S. Revision Date: 235 Coles Meadow Ro- e '` l 1664 Cape St. Scale: 1 : 20' Northampton, MA 01060/ +� Williamsburg,MA 01096 ? Except as Noted �� M [4131 628-4533I 1. Board of Health approval required before licensed contractor installs system. Obtain Disposal Works Permit. 2. Notify engineer at least 48 hours in advance of completion and prior to backfill for final inspection. 3. All construction to be in accordance with Title 5 of the State Environmental Code. 4. At concllicion of work, loam and seed all disturbed areas to perennial grass mixture. Added loam may be required for adequate grass growth. 5. Contractor responsible for verifying all dimensions, elevations and conditions. Contact engineer immediately if discrepancies are found. 6. Proper; lines are approximate, based on best available information. 7 l 7. Any r;quired tree cutting is the responsibility of the Contractor. /0 rr✓. 1(.7 8. See attached Specifications for additional requirements. /c/ • d ° 9. S•-stem not designed for a garbage grinder. Do not connect one to the system. • A Q $n i 10. All drain pipes from greywater and blackwater sources are to be connected to the building sewer in the basement. r-o d ' i 1 1 . All wells within 150' of system are shown on the drawing. rcy.70 North 7 11 i' i' 7 4 i • 7. n 4111 0 \ .. Outline Of 3 bedroom house Infiltrator leachfield: use Standard H-10 `�`D PL Raise sewer pipe in basement It BPL asrequired up to 18". infiltrators or equivalent. Four rows 3( �S Schedule 40 sewer. ' with four chambers per row. tIv Tol AL F Use 6"Title 5 sand between rows. Use 103 4- select native sand for backfill. toao—.—.—. \_,.� '�' 1-1/4" polysumpdrain: Town water -! 1l' /r / 10 6 / preposition outside of field. i0O.oc. BM 102- - .1;1 n� 3 Existing septic tank: .. • t 1. 04 as — _ / ' _ moi, pump, crush & backfill. lai.oy work —1—'--F --t-— -r/New, 1500 gallon, Title 5 septic tank with outlet filter. Orig. Surf. Elev.: 101 - / o 0 0 Jr Use risers over 3 covers to within 6" of surface. .—'100.9 - - / , _ 16/9,Q4 • _ 1 I - 98.1.0I __.____Existing leachfield, approximate � � y ka 100, layout, abandon in place. i A,, 4A' lilllllllll'1I111Ililll 1. vs Ci `6 1111111JI tni.t w 4s eo 11111111111111111111111 ., c.yv i Driveway 1 9 TRU. Mnil et Mm ea nNn '� DELTA SAND AND GRAVEL, INC. P.O. BOX 395 • SUNDERLAND, MA.01375 • 413-665-4051 FAX 413-665-8323 Summary of Septic System Fill Material Delta Sand and Gravel, Inc. follows ASTM specifications for sampling and testing of aggregates. Products are tested at our in-house lab on a regular basis during production to ensure products are produced to specifications. Annually, independent testing is performed by an independent test lab. Concrete Sand (562 Amherst Rd Pit) • Concrete Sand is produced to meet ASTM C33, Fine Aggregate for Concrete • ASTM C33 meets Title 5 Fill Material for Septic Systems • Presby Septic System specifications require ASTM C33 Title 5 Sand (East Plum Tree Pit) • Title 5 Sand at the East Plum Tree Pit is screened and tested to meet Title 5 Fill Material specification. • Title 5 Sand at the East Plum Tree Pit is only available during summer months when the pit is open. Title 5 Sand (562 Amherst Rd) • Title 5 Sand at the Main Pit is screened and tested to meet Title S Fill Material specification. • Title 5 Sand at the Main Pit is available in off-season months when the East Plum Tree Pit is closed. Test results are attached. • r=te ``V��//T``^ F Report of Gradation • • - •�+OLy ASTM C-136 L FA ENGINEERING, INC. Protect Name SUNDERLAND MA-2017 SOIL AND AGGREGATE SOURCE TESTING Project Number 17-0058 Lab ID 2489M Client DELTA SAND AND GRAVEL, INC. Date Received 2/21/2016 Material Type CONCRETE SAND Date Completed 3/5/2018 Material Source GPO Tested By PPRC HENNESSEY STANDARD DESIGNATION ImMAm1 SIEVE SIZr AMOUNT PASSING 1%1 AMOUNT PASSING NO.4(%) 150 mm 6" 100 100 mm 4" 100 75 mm 3" 100 50 mm 2" 100 38.1 mm 1-1/2" 100 25.0 mm 1" 100 19.0 mm 3/4" 100 12.5mm 1/1" 100 9.5 mm 3/8" 100 475mm No.4 99 100 2.36 mm No.8 88 89 1.18 mm No.16 67 68 600 urn No.30 36 36 300 um No.50 13 13 150 um No.100 5 5 75 um No.200 1.8 1.8 FM=2.92 3" 2" 1" 1/2" 1/4" #10 #20 #40 #100 *200 100% . nommessemn. 80% __— __ __� :CC 70% N 6 50% --- -- ---- --. --- 0 40% __ ___ ___ ___ a: 30% ::::====!!!!! ==!!!!t===:::1 r==!!!!!!=== 20% 11====1:::: --- 10% : ===::::==== 0% 100.0000 10.0000 1.0000 0.1000 00100 00010 SIEVE SIZE-mm Comments 13 Delta Drive,Unit 8,Londonderry,NH 03053-2329•Tel)603)716-2111 •Fax)603)716-2112•www.swcole.com Report of Gradation S.W.COLE ASTM C-136 L. A ENGINE ER ING, INC. Project Name SUNDERLAND MA-2017 SOIL AND AGGREGATE SOURCE TESTING Project Number 17-0058 Lab ID 2494M Client DELTA SAND AND GRAVEL, INC. Date Received 2/21/2018 Material Type TITLE 5 SAND Date Completed 2/26/2018 Material Source EPT Tested By MARC HENNESSEY STANDARD rwsIn dn1lnN(mouton) SIFVF SIir MOUNT PASSING 1%t AMOUNT PASSING NO.4(%) 150 mm 6" 100 100 mm 4^ 100 75 mm 3" 100 50 mm 2" 100 38.1 mm 1-1/2" 99 • 25.0mm 1• 96 19.0 mm 3/4" 94 12.5mm 1/2" 92 9.5 mm 3/8" 90 4.75 mm No.4 85 100 2.36 mm No.8 82 96 1.18 mm No.16 78 92 600 um No.30 66 78 300 um No.50 34 40 150 urn No.100 9 11 75 um No.200 2.4 2.8 OF THE FRACTION PASSING THE NO.4 SIEVE 3•' 2" 1•• 1/2•' 1/4" #10 #20 #40 #100 #200 100% 90% ano. ••••••••••= ••••12 __ Ie =__ _-tele 70% : _______ u 2 60% ;;;;::===::::: _ _ ___ __ n 50% !!!!!:===!!!2! z Q40% ---= a ---=. =-- f < 30% : === ==!!!!! 20% ::::!===:::21 -- r== === r== 10% • ��� �� �� ��� ��� 0% ••••--��..... --II... ���......���......��� 100.0000 10.0000 1.0000 0.1000 0.0100 0.0010 SIEVE SIZE-mm Comments /" 13 Delta Drive,Unit 8,Londonderry,NH 03053-2329•Tel(603)716-2111 •Fax(603)716-2112•www.swcole.com