06-061 (2) February 15, 2006
City of Northampton Planning Board
Main Street- City Hall
Northampton, MA 01060 CANON
Re: Residential Condominium Project C 0 M M U N"' L A N N I N
Haydenville Road - Route 9 . • .
Northampton, MA
- . -- TEL,�.4I .
Dear Manning Board,
On behalf of the applicant, Patrick J. Melnik, I am pleased to submit the enclosed
additional information for your review as a response to in-house Planning Department
comments forwarded to the applicant.
Based on recommendations from the DPW I have submitted a revised Site Plan (revised
dated 2(12/06)attached to this letter(11x17 reduced format) showing the proposed
buildings serviced with on-site well systems,one well for each building and the water
service tie-in shown on the original plan connecting to the city system deleted. I have
included 10 copies of the full size plan(24x36) for your review as well.
In addition and included herein, I am including a letter from the consulting engineer
(Heritage Surveys, Inc.)regarding the ground water level at the site of the proposed storm
water detention area. Also, enclosed is a letter from Mass DPW regarding the traffic
impact of the project on Route 9,which is a state highway. A letter from the applicant
regarding the traffic issue is included.
Should you have any questions regarding the enclosed information please don't do not
hesitate to contact my office.
Sincerely,
I air
A it
William A, Canon,
Landscape Architect
Cc: Patrick Melnik,Esq.
Mark Reed,Heritage Surveys, Inc.
HERITAGE SURVEYS, INC.
Professional Surveyors and Engineers
College Highway & Clark Street
Post Office Box 1
Southampton, Massachusetts 01073
Bruce A. Coombs, President Telephone(413) 527-3600
Professional Surveyor, MA, CT& VT Facsimile(413)527-8280
E-mail:bruce(heritagesurueys,corn Website:heritagesurveys.00m
February 6, 2006
City of Northampton
Carolyn Misch, AICP
Senior Land Use Planner/Permits Manager
212 Main Street- City Hall
Northampton, MA 01060
RE: Stormwater Management
Beaver Brook Estates
Multifamily Development for Parcel 24
Haydenville Road
Northampton, MA
HSI Job #3923-980831
Dear Ms. Misch,
This letter has been prepared to address the questions and comment you made,
within an e-mail forwarded from Attorney Pat Melnik dated February 1, 2006 to myself, in
regards to the stormwater management for the multifamily development proposed on
Parcel 24. The proposed detention basin has been designed to be a dry bottom basin, not
a wet bottom basin. The soil maps indicate that the soils belong to Hydrologic Soil Group
C, Ridgeburg (ReA), Woodbridge (Pan, PbB), Paxton, therefore no infiltration was accounted
for in the sizing of the basin. However, the groundwater elevation was established from
deep hole observations performed on August 26, 2001, by myself, a certified soil evaluator.
The testing was performed for the original project design in the proposed roadway location.
We have provided a reduced scale plan showing the original project design, which illustrate
the location of test pits #8 and #9. Also provided is a sketch showing that the location of
test pit #9 is where the currently proposed detention basin will be located. The ground
elevation of T.P. #9 is approximately 404.5 and the soil logs indicate soil mottling to be at
sixty (601 inches below the surface, which puts the estimated seasonal high ground water
at elevation 399.5. The bottom of the proposed basin is at elevation 401.0 this will
maintain a separation distance of 12"-18" for the bottom of the basin and the estimated
seasonal high groundwater elevation, therefore the basin will be able to function as a dry
bottom basin.
An operation and maintenance plan has been enclosed for the stormwater basin. A
benchmark is proposed to be placed within the basin, as you have requested, to aid in the
timely maintenance of the stormwater basin.
We hope the information provided has addressed your concerns regarding the
stomwater management design for this project and if you need any additional information
please contact this office.
Sincerely,
-
Mark P. Reed
cc: Attorney Pat Melnik
William A. Canon
HERITAGE SURVEYS, INC.
Professional Surveyors and Engineers
College Highway& Clark Street
Post Office Box t
Southampton, Massachusetts 01073
Bruce A. Coombs, President Telephone(413) 527-3600
Professional Surveyor, MA, CT& VT Facsimile(4I3)5274280
E-mail: bruce(e(heritagesurveys.corn Website: heritagesurveys.corn
February 6, 2006
HSI Job #3923-980831
Beaver Brook Estates
Multifamily Development For Parcel 24
Haydenville Road
Northampton, MA
OPERATION AND MAINTENANCE PLAN
Schedule for Inspection and Maintenance of the Stormwater System:
The *owner shall inspect the system after major storm events and contact a
licensed contractor as outlined below, sediment and debris shall be properly
disposed of off the site.
Routine and Non-Routine Maintenance Tasks:
The *owner shall keep the stormwater system in working condition at all times.
These tasks shall be perfotmed daily and any material shall be disposed of
properly.
During the inspection of the stottnwater system the pavement areas and travel
ways shall be swept and the debris and sediment shall be properly disposed of
off site. It is also recommended that an additional sweeping be performed after
fall leaf debris has ceased.
The detention basins shall be cleaned a minimum of every five to seven years
by a licensed contractor.
Plan for Sediment, Debris, and Oil Disposal:
The *owner shall obtain the services of licensed contractor to perform this
operation and maintenance plan. These contractors shall provide to the
*owner records of the approved sites for disposal of sediment, debris and oil
and schedule of work to be performed. Copies of these records shall be made
available upon request to the Northampton Board of Health.
Page 2 of 2
• February 6, 2006
NM Job #3923-980831
Maintenance of Stormwater Controls:
The proposed drainage system is designed to minimize and simplify
maintenance requirements. Until construction is completed and all tributary
areas are stabilized, frequent inspections and maintenance of the drainage
system will be required by the *owner.
The detention basins shall be cleaned every five to seven years. The *owner
shall contact a Iicensed contractor qualified to perform the necessary
maintenance
Construction Related Controls:
Prior to construction a. synthetic filter and/or straw bale barriers shall be
installed, as shown on the accompanying plans. All erosion and sediment
control measured shall be inspected daily during grading and after all rain
storms by the contractor and shall be kept in functioning condition until
tributary areas are stabilized. Sediment shall be removed from silt fences,
check dams, and filter darns when it reaches a depth of six inches. Filters
shall be cleaned or replaced when water continuously ponds over six inches
deep. Ponded water shall be discharged to an upland area with sediment
controls, as required.
The forebay shall be cleaned a minimum of four times per year and inspected
monthly. A fixed vertical, concrete sediment depth marker shall be installed in
the bottom of the forebay to measure the sediment deposition. The sediment
depth marker will allow the owner* to monitor the accumulation and anticipate
maintenance needs.The sediment shall be cleaned out when an accumulation
of 6" of sediment is reached. All sediment and hydrocarbons should be
handled properly and disposed in accordance with local, state and federal
guidelines and regulations.
A stone tracking mat shall be installed and maintained at any point where
construction traffic from an unpaved road enters into the paved portion of the
site or street.
If any questions arise regarding erosion and sedimentation control measures
the Environmental Professional and/or Project Engineer shall be consulted
immediately.
*Owner = Homeowners Association
HERITAGE SURVEYS, INC,
Professional Surveyors and Engineers
College Highway & Dark Street
Post Office Box I
Southampton, Massachusetts 01073
Bruce A. Coombs, President Telephone(413)527-3600
Professional Surveyor, MA, CT& VT Facsimile(413)527-8280
E-mail: bnace(ayteritagesurveys.com Website: heritagesurveys.corn
Deep Observation Test Holes For Use in Roadway Design
Deep Hole Number:9 Date: 9/26/01 Time: 11:00 Weather: SUNNY
Location(identify on site plan): T.P.#9 @ 1+70±HANLEY PLACE ON EAST SIDE OF 5/W @ EDGE LOGING LANDING
DEEP OBSERVATION HOLE LOG
Depth from Soil Soil Texture Soil Color Soil Mottling Other(Structure, Stones,Boulders,
Surface Horizon (USDA) (Munsell) Consistency,%Gravel)
(Inches)
0"-10" Ap SANDY LOAM
ORGANIC
TOPSOIL
10"-30" Bar SANDY LOAM
30"-60" Cl LOAMY SAND 1OYR 6/2 MEDIUM TO FINE LOAMY SAND
EXTREMELY FIRM
W/SOME COBBLES&STONES
60"-120" C2 SANDY LOAM 10YR 3/2 @60" MEDIUM TO FINE SANDY LOAM
VERY FIRM
W/SOME GRAVEL&COBBLES
1
Standing Water in the Hole: NONE Depth to Bedrock:NONE @10'
Estimated Seasonal High Ground Water: 2),60" Weeping from Pit Face:NONE
Beaver Brook Estates
Multifamily Development for Parcel 24
Haydenville Road
Northampton, MA
T.P. # GROUND ESTIMATED SEASONAL ESTIMATED SEASONAL
ELEVATION AT HIGH GROUNDWATER HIGH GROUND WATER
T.P. INCHES BELOW GRADE ELEVATION
T,P. #9 404.5 60" � 399.5
EXISTING GRADE AT BASIN =405
PROPOSED BOTTOM OF BASIN =401
Page 9 of 16
HERITAGE SURVEYS, INC.
Professional Surveyors and Engineers
College Highway & Clark Street
Post Office Box 7
Southampton, Massachusetts 01073
Brune A. Coombs, President Telephone (913) 527-3600
Professional Surveyor, MA, CT& VT Facsimile(913) 527-8280
E-mail: bruce@heritagesurveys.corn Website: heritagesurveys.com
Deep Observation Test Holes For Use in Roadway Design
Deep Hole Number: 8 Dare:9/26/01 Time: 10:30 Weather: SUNNY
Location(identify on site plan): T.P.#8 @ 0+70 HANLEY PLACE @ EDGE CLEARING FOR OLD LOGING LANDING
AREA
D ',P OBSERVATION HOLE LOG
Depth from Soil Soil Texture Soil Color Soil Mottling Other (Structure,Stones,Boulders,
Surface Horizon (USDA) (Munsell) Consistency, % Gravel)
(Inches)
0"-8" Ap SANDY LOAM
ORGANIC
TOPSOIL
e"-72" By SANDY LOAM
32"-66" Cl LOAMY SAND 10YR 6/2 MEDIUM TO FINE LOAMY SAND
EXTREMELY FIRM
W/SOME GRAVEL&STONES
66"-120" C2 LOAMY SAND IOYR 6/3 @66" MEDIUM TO FINE LOAMY SAND
VERY FIRM
W/SOME GRAVEL& STONES
Standing Water in the Hole: NONE Depth Co Bedrock: NONE @l0'
Estimated Seasonal High Ground Water: 9066" Weeping from Pit Face: NONE
NOTE:TESTING PERFORMED THE DAY AFTER HEAVY RAINS SOILS ARE VERY DRY.
MELNIK LAW OFFICES
Attorneys At Law
110 King Street
Northampton, Ma. 01060
Telephone(413) 584-6750
Fax(413)584-6789
Patrick J. Melnik, Esq. email:pmelnik rdvcrizoanet
Patrick J. Melnik Jr.,Esq. patmelnikjr@verizon.net
February 13, 2006
Office of Planning
and Development
210 Main Street
Northampton, Ma 01060
Re: Route 9, Havdenville Road, Application for cluster permit for two building
six unit condominium
To members of the Planning Board and Planning Staff:
Based on preliminary review of my application for special permit and site
plan approval, Carolyn and Wayne asked that I supplement my application with
additional traffic study data.
Based on that request I asked the Massachusetts State Highway Department,
District 2, to review the overall traffic impact of this project and the impact on the
state highway at that location, and to take into account the concerns that Wayne
and Carolyn expressed to me.
My understanding is that Ken Crochiere, the permit manager, Bao Lang, the
state traffic engineer and the district highway director, Albert R. Stegemann, P.E.,
evaluated this project by considering traffic data and on-site evaluations on at least
two separate occasions. I append to this letter a copy of the report that I received
from Albert R. Stegemann, P.E., the district highway director, who indicated there
will be minimal traffic impacts anticipated on the state highway system and no
impact to the nearest major intersection, which is the Linda Manor Nursing Home
access. They have concluded that the north bound and the south bound sight
distances are adequate.
-2-
Since this is a state highway in this location and, since I need to ultimately
satisfy the Massachusetts State Highway Department, I really don't know what
more I can present by way of traffic information to satisfy the concerns expressed
by Wayne and Carolyn. Mr. Crochiere has indicated that the State Highway in that
location is designed correctly for existing conditions and conditions that will exist
after the project is built. They have not requested nor would they agree to any
design modifications to the Highway as a result of this project.
I do believe that I have complied with the traffic study criteria for site plan
approval. I think that all the applicable standards set forth in the zoning ordinance
have been evaluated and reviewed. To the extent that any other criteria set forth in
the zoning ordinance for requiring traffic study have not been specifically complied
with, I would request a waiver of those requirements in connection with your
consideration for my request for a penult. To the extent that you consider a waiver
necessary, I have been told by Carolyn and Wayne that the Planning Board is
requiring monetary payment in lieu of actual traffic mitigation design and
construction. I would like to discuss this option with you at the public hearing if
necessary.
I would appreciate you scheduling this matter for your next available hearing
so that 1 can discuss this matter further, if necessary.
Sin .1y,
"atrick J. -lnik
PJM/j Ip
02061et(j)(43-44)
AIMS
Itliffomne
Healey
John Gcliago
isaPaiewonsky
IP
/WHINY coa y Kit co LEC
MASSACHUSETTS
EXECUTIVE OFFICE
Or TRANSPORTATION
2.2006.0023
February 8, 2006
SUBJECT: Northampton—Route 9 (Haydenville Road)
Application#2-2006-0023
Patrick J.Melnik, Esq.
110 King Street
Northampton,MA 01060
Dear Mr.Melnik:
Massachusetts Highway Department (MassHighway)District Two received your Pennit
Application and letter ofJanuary 5, 2006, regarding a proposed 6-unit subdivision access and a
preliminary analysis request at the location along Haydenville Road in Leeds(Northampton).
Pursuant to your written request and as per the permit process,District representatives reviewed
the subject location at approximate Mile Marker 37.8 on the southerly side of the highway.
Based on field investigation and review of expected traffic generation, minimal traffic impacts
are anticipated to the State Highway System. The District expects no impacts to the existing
Linda Manor Nursing Home access from the proposed 6-unit subdivision access. In addition, the
northbound and southbound sight distance is adequate at this location.
The District will continue the permit process upon receiving a copy of the Planning Board
approval. If you have any further questions,please contact District Permit Engineer Kenneth J.
Crochiere at(413) 582-0535.
Sincerely,
Cif t /_..714-
Albert R. Stegemann, P.E.
District Highway Director
KJC/
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RJM
Northampton Planning and Development
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