08-043 160 coles meadow rd,%WW HUNTLEY
ALMER HUNTLEY, JR. & ASSOCIATES, INC.
SURVEYORS • ENGINEERS • LANDSCAPE ARCHITECTS
September 15, 1999
Mr. John Bennett
Senior Planner
City Hall, City of Northampton
210 Main Street
Northampton, MAO 1060
IiL: 160 Coles Meadow Road
Huntley project no. 98236
Dear John:
a/ 2/9l
sCatitic�
digitizes.
checked --
Thank you for forwarding a copy of the letter addressed to Mr. John Skibiski regarding
deficiencies associated with the septic system landscaping at 160 Coles Meadow Road.
Just for information purposes, you should be aware that Mr. Skibiski declined using
Almer Huntley Jr. & Associates services to correct/complete the landscaping site
monitoring. Mr. Skibiski informed our firm that he would take care of the landscaping
issues himself. Since our firm did not have any contract to oversee the landscaping
services we are not currently in a position to rectify the landscaping.
Again, thank you for keeping us informed.
Sincerely
Almer Huntlev Jr. & Associates
A^" W"ft
Andrew J. Kawczak
Environmental Scientist
CC: D. Stasz, D. Lori ng R. Sherer
(800) 227 -7723 • (413) 584 -7444 • FAX (413) 586 -9159 0 30 INDu=AL DRWE EAST • P.O. Box 568 • NoRTHAmvrON, MA 01061
PLANNING AND DEVELOPMENT • CITY OF NORTHAMPTON
City Haft • 2i o Main Street • Northampton, MA o1 060 • 14131587 -1266 • Fax: 14131587 - 1264
WagneFeiden,Director • email: plan ning @citg.nortbampton.mams • internet :wnwcitg.nortyampton.mams
September 13, 1999
John Skibiski
PO Box 381
Northampton, MA 01060
RE: 160 Coles Meadow Rd.
Dear Mr. Skibiski,
, scannt
digi tized
checked __.._-_____
The Conservation Commission received a complaint from Mr. Greg Stone regarding the repair of
the septic system at 160 Coles Meadow Road. A subsequent site visit revealed that the septic
system installation was not done according to plan. There were significant tree roots and brush
left within the buffer zone of the wetland as shown on the plan entitled "Plan of Proposed
Sewage Disposal System prepared for John Skibiski to be located at 160 Coles Meadow Road,
Northampton Massachusetts," dated 10/30/98 and revised 12/28/98. There was no loam and seed
over the repair area. Further delays in rectifying this problem may constitute a violation of the
Wetlands Protection Act.
If you have questions regarding this letter, please contact me at this office.
Trul yours,
J�Q ennett ior , en Planner
/ /- o r the
Northampton Conservation Commission
cc: Andrew Kawczak, Huntley and Assoc.
planning board • conservation commission -zoning board of appeals • yousingpartnersyip • redevelop men tautyoritg
economic development • communitgdevelopment - yistoricdistrictcommission •historicalcommission • nortyamptonGIS
origina t printedon recycled paper
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Office of Planning and Development
City of Northampton
City Hall • 210 Main Street
Northampton, MA 01060 • (413) 587 -1266
FAX (413) 587 -1264 • EMAIL planningOcity.northampton.ma.us
-Conservation Commission -Historical Commission
-Planning Board • Housing Partnership
-Zoning Board of Appeals
Northampton Conservation Commission
Minutes of Meeting
May 10, 1999
The Northampton Conservation Commission held a meeting on Monday, May 10, 1999 at 7:00 p.m.
in Council Chambers, Wallace J. Puchalski Municipal Building, 212 Main Street, Northampton,
Massachusetts.
Present were Members: Chair Mason Maronn, Vice Chair Michael Reed, Allan Doe, Jim Kaplan
and William Rosen.
Staff: Senior Planner John Bennett and Board Secretary Laura Krutzler.
Maronn opened the meeting at 7:03 p.m.
Reed noted a nkor correction to the minutes of June 22, 1998.
Rosen moved to appro the minutes of June 22, 1998. Reed seco ed. The motion passed
unanimously 4:0.
Reed noted two minor corrections to mies of Apri
nut ' 1999.
Reed moved to accept the minutes of Apri 1999. Rosen seconded. The motion passed
unanimously 4:0.
Discussion with
of Northampton Country Club
a ained that he redid an area of grass and took some pin ee
Bob Bernic�e, 11,
that area of grp< He noted that some of those trees were within two hundr
Berniche exl<ained that he had thought the jurisdictional buffer zone of the Corry
one 4pKdred feet and that there were a couple of trees which he thought were
1
ORIGINAL PRINTED ON RECYCLED PAPER
out that were in
�et of the river.
iss was only
tazardo He
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Kohl explained the changes to the originally- approved plans. Particularly, he said that, before,
parking wrapped around the side and houses were in a little. Now, houses were right to the edge of
the hundred foot buffer, and some of the decks were a little over. The limit -of -work line had moved
a little closer to the wetlands but was still sixty feet from the wetlands at the closest point, he said.
Kohl observed that as people customized their houses, they tended to expand out. They began to
hit grade problems on one side of the project, so, in order not to do that, they shifted the project
toward the other side. He noted that the project had moved fifteen to twenty feet closer to the
wetland.
Members discussed the impacts of the change. Bennett suggested the idea of permanent markers
along the limit -of -work line.
Kohl said he had had rebars made that said wetlands on them. Members asked him to bring them
in to show them at some point.
Members noted that the length of the limit -of -work line was two hundred and twenty feet, and Reed
suggested that permanent markers be placed every seventy feet. Bennett marked the location of the
markers on the plans.
Reed moved to approve the changes to the plans [without requiring the filing of an amended
Notice of Intent]. Rosen seconded. The motion passed unanimously 5:0.
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Turkey Hill Road. Chekej_,,
Since Kohl was present, members noted that the detention basin had not been constructed for a
proj ect on Turkey Hill Road. Kohl said the second driveway was not done either. Kohl offered to
pass the word along to Todd Cellura but said that if members wanted to send a formal letter, that was
okay with him.
Maronn said the next step was an enforcement order. Bennett suggested sending him a nice letter.
Maronn said the last sentence could be that the next letter would contain an enforcement order
ordering Cellura to cease and desist unless drainage structures were installed according to plan.
Bennett asked if members wanted any kind of time line? Commissioners decided to give Cellura
until their next meeting (May 24') to complete the work.
Greg Stone -160 Coles Meadow Road.
Greg Stone was present to lodge some complaints about the work to install the septic system at his
property on Coles Meadow Road. Particularly, Stone said that the tank had been put in the wrong
place, and the area had not been reseeded. He said the work was done in the winter, and he never
saw it because it snowed. He said the land was just covered with hay, and no seed was ever put
7
down, and you could see where soil had washed away. Stone said there was also an area where
workers topped some trees and left stumps in the ground. scanne" /;? /v -; ,
Jigitizec— _ . _
He said Huntley was the engineer and Skibiski was the former owner. ; perked
Bennett reminded Commissioners that the work had been an after - the -fact filing over the winter.
Kaplan asked what Stone would like them to do, and Stone said he would like somebody to come
in, put top soil where the dirt had washed away so badly, and seed.
Maronn said the only way he knew to get rid of roots was to throw gallons of gas on them and light
them up, but other members pointed out that it was no longer burning season.
Maronn noted that a Cease and Desist order had to be issued to the owner of the property, so if they
issued one, it would have to be to Stone, who would then have to go after the contractor.
Stone said he thought Skibiski had put the tank where it was convenient for them... He said he had
written to Huntley, and they had said their contract was not with him, [so they had no responsibility
to repair the area]. He said he asked them to take some off the closing costs, but they declined. He
said he talked to Skibiski and asked if Huntley was going to take care of the area, and Skibiski said
he didn't think so.
Maronn reviewed the determination, noting that Commissioners had issued a Negative
Determination checking Box #3, with the condition that disturbed areas must be seeded and the silt
fence must remain in place until the seed is established.
Bennett noted that the applicant was Skibiski. Maronn said he supposed they would have to issue
an enforcement order to Skibiski.
Maronn suggested [first] sending a friendly letter addressed to Skibiski with a copy to Andrew
Kawczak at Huntley. He suggested acknowledging the complaint of the landowner about the repair
of the septic system and continuing as follows:
"A subsequent site visit has revealed that the septic system installation was not done according to
plan. There are significant tree roots and brush which are within the buffer zone of the wetland as
shown on plan entitled, " " To date, there are no loam or seed over the repair area. Any further
delays in rectifying this problem may constitute a violation of the Wetlands Protection Act."
Correspondence.
Maronn announced that the first Watershed conference addressing Biodiversity would be held May
28th at the Campus Center at UMass from 8:00 a.m. to 4:30 p.m. Also, he announced the dates for
"Pulling Together, A Strategic Plan for the Connecticut River Watershed."
N
Nlftw L./
310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION
10.99: continued
DEP File No. 1 246-
(To be provided by DEP)
Form 2
City /Town: - Northamp
Applicant =y i-i" sy.,'St'sfc +*
Commonwealth 11/24/98
of Massachusetts Date Request Filed
Determination of Applicability
Massachusetts Wetlands Protection Act, G.L. c. 131, § 40
THE CITY OF NORTHAMPTON'S WETLAND PROTECTION ORDINANCE, c.24
FROM: Northampton Conservation Commission I ssuing Authority
John Skibiski John Skibiski
TO: _ c/o Andrew J. Kawczak, Almer Hu ntley, Jr.
(NI u Y a A i re uest)
Northampton, MA 01060
Address Address
This determination is issued and delivered as follows:
❑ by hand delivery to person making request on
(date)
[Y by certified mail, return receipt requested on ,lanuary 6, 1 999 (date)
Pursuant to the authority of G.L. c. 131, §40, the Northampton Con servation Commission has considered your request for a
Determination of Applicability and its supporting documentation, and has made the following determinaties4sheek- whichever
is applicable):
Location: Street Address
160 Coles Meadow Road
Lot/Map and Parcel Id Number: Map 8, Parcel 43
This Determination is positive.
1. ❑ The area described below, which includes all/part of the area described in your request, is an Area subject to
Protection under the Act. Therefore, any removing, filing, dredging or altering of that area requires the filing
of a Notice of Intent.
2. ❑ The work described below, which includes all/part of the work described in your request, is within an Area
Subject to Protection Under the Act and will remove, fill, dredge or alter that area. Therefore, said work
requires the filing of a Notice of Intent.
(Na of Xop3 owner)
Northampton, MA 01060
4/1/94 310 CMR - 401 401
310 CMR: Di..w-iRTMENT OF ENVIRONMENTAL PtwTECTION
10.99: continued
3. ❑ The work described below, which includes all/part of the work described in your request, is within the Buffer
Zone as defined in the regulations, and will alter an Area Subject to Protection Under the Act. Therefore, said
work requires the filing of a Notice of Intent.
scanielt.. 1
This Determination is negative: digitize+.
.±y�lPt`icPr`
1. ❑ The area described in your request is not an Area Subject to Protection Under the Act.
2. ❑ The work you described in your request is within an Area Subject to Protection Under the Act, but will not
remove, fill, dredge, or alter that area. Therefore, said work does not require the filing of a Notice of Intent.
3. Sr The work you described in your-request is within the Buffer Zone, as defined in the regulations, but will not
alter an Area Subject to Protection Under the Act. Therefore, said work does r of r wire the film of a Notice.
of Intent. *Disturbed areas must be seeded, and t e si tnce mus remain in
place until the seed is established.
4. ❑ The area you described in your request is subject to Protection Under the Act, but since the work you describe
therein meets the requirements for the following exemption, as specified in the Act and the regulations, no
Notice of Intent is required:
Issued by Northampton Conservation Commission
Signature(s)
C, O W/ J P
c
This Determination must be signed by a majority of the Conservation Commission.
On this _
28th
appeared Mason Maronn
executed,
the foregoing
Notary Public
December 98
day of 19 , before me personally
to me known to be the person described in, and who
acknowledged that he /she executed the same as his/her free act and deed.
? 1 7 e)
My Commission Expires
This Detenrtinatio./ZlVs not relieve the applicant from complying with all other applicable federal, state or local institutes, ordinances, by -laws or regulations.
This Detemiinatio all be valid for three years from the date of issuance.
The applicant, the owner, any person aggrieved by this Determination, any owner of land abutting the land upon which the proposed work is to be done, or any
ten residents of the city or town in which such land is located, are hereby notified of their right to request the Department of Environmental Protection to issue
a Superseding Determination of Applicability, providing the request is made by certified mail or hand delivery to the Department, with the appropriate filing
fee and Fee Transmittal Form as provided in 310 CMR 10.03(7) within ten days from the date of issuance of this Determination. A copy of the request shall
at the same time be sent by certified mail or hand delivery to the Conservation Commission and the applicant.
4/1/94 310 CMR - 402 402
I0'd 6S15 vuu `cetr - J4Jbts� r.� �1rv��n o =w 1rr wv ..-4... ,.,....
- - H
ALMER HUNTLEY, JR. & ASSOCIATES, INC.
ow SURVEYORS • ENGINEERS . LANDSCAPE ARCHITECTS
W"
November 24, 1998
Northampton Conservation Commission,
-- C/o Mr. John Bennett
City Hall
Main Street
Northampton, MA 01060
RE: Request for Determination of Applicability
160 Coles Meadow Road
Northampton, Massachusetts
(Huntley Project No. 98 -236)
Dear Mr. Bennett:
On behalf of Mr. John Skibiski, Almer Huntley Jr. & Associates is submitting nine copies
of a Request for Determination of Applicability for an upgrade to an existing Septic
System located at 160 Coles Meadow Roarl. Prior lo construction, staked erosion control
devices will be installed in the areas indicated on the attached plans. As an added note,
the site is not listed as being in a flood prone area therefore the FEMA FIRM (floodplain
maps) do not list this as an area of concern. No rare, threatened or special concern
species are thought to reside in this area in accordance with the 1997/1998 edition of
Massachusetts Natural Heritage Atlas.
One copy of this Request for Determination of Applicability is being sent simultaneously
to the Department of Environmental Protection, Western Regional Office.
We look forward to meeting with the Commission to continue our discussion of this
project in detail. If upon review of the enclosed information you have any questions,
please call our office. Thank you for your consideration in this matter.
Sincerely,
T nr HUNTLEY, JR. & ASSOCIATES, INC.
C Z (
_ J. K V avw CZE k
Environmental Scientist
_ (800) 227 -7723 • (413) 5847444 • FAX (413) 586 -9159 0 30 INDUSTRIAL DRrvE BAsr • P.O. Box 568 • NORTHAmvmN, MA 01061
*NW H'tJNTLEY
ALMER HUNTLEY, JR. & ASSOCIATES, INC.
SURVEYORS • ENGINEERS • LANDSCAPE ARCHITECTS
November 23, 1998
Mr. Karen Hirschberg - � -
Department of Environmental Protection
Western Regional Office
'— Statehouse West, Wetlands Division -5�' Floor
436 Dwight Street
Springfield, MA 01103
RE: Request for Determination of Applicability
160 Coles Meadow Road
Northampton, Massachusetts
(Huntley Project No. 98 -236)
Dear Ms. Hirschberg:
On behalf of Mr. John Skibiski;GrJme. Huntley Jr. & Associates is submitting one copy
of a Request for Determination of Applicability for an upgrade to an existing Septic
System located at 160 Coles Meadow Road. Prior to construction, staked erosion control
devices will be installed in the areas indicated on the attached plans. As an added note,
the site is not listed as being in a flood prone area therefore the FEMA FIRM (floodplain
maps) do not list this as an area of concern. No rare, threatened or special concern
species are thought to reside in this area in accordance with the 1997/1998 edition of
Massachusetts Natural Heritage Atlas.
If upon review of the enclosed information you have any questions, please call our office.
Thank you for your consideration in this matter.
Sincerely,
_ ALMER HUNTLEY, JR. & ASSOCIATES, INC.
Andrew J. Kawc k
... Environmental Scientist
— (800) 227 -7723 • (413) 5847444 . FAX (413) 586 -9159 0 30 INDUSTRIAL DRrvE EAsr • P.O. Box 568 • NOR THAMPTON, MA 01061
low
10.99: Forms
Form 1
Commonwealth
ofMassachusetts
DEP File No.
(To be provided by DEP)
,,git izec
City/Town: Northampton
Applicant: Skibiski
Request for a Determination of Applicability
Massachusetts Wetlands Protection Act, G.L. c. 131, § 40
1. L the undersigned, hereby request that the Northampton Conservation Commission make a
determination as to whether the area, described below, or work to be performed on said areas, also described
below, is subject to the jurisdiction of the Wetlands Protection Act, G. L. c. 131, § 40.
2. The area is described as follows. (Use maps or plans, if necessary, to provide a description and the location of
the area subject to this request).
Location: Street Address
160 Cole Meadow Road Northampton
C�
Lot Number:
existing home. -- upgrade septic system ly"
V3
See attached report and plan
3. The work in said area is described below. (Use additional paper, if necessary, to describe the proposed work.)
'The applicant wishes to upgrade an existing septic system to meet Title 5 requirements. No work to occur in
wetland resource areas however some work would be required within-the 100 -foot buffer zone of a Bordering
Vegetated Wetland. This work is required to install/connect together a septic tank and Soil Absorption System
with associated piping. The new Soil Absorption System would be located at a distance greater than 80 feet
away from any wetlands. This site is serviced by City water thus drinking water wells are not located onsite.
Erosion control devices will be installed down gradient of all excavated areas as shown on the drawings.
\ \HUNTL6Y1 \ADMIN \PROJINFO \PROJECTS \98 - 236 \rda.doc
am 1*0W -moll
am 10.99: continued
4. The owner(s) of the area, if not the person making this request, has been given written notification of this
request on 11/24/98.
The name(s) and address(es) of the owner(s):
Mr. John Skibiski �cd�lalk 12 �o rl�
P.O. Box 381 Sigitize. „���
Northampton, MA 01060
5. I have filed a complete copy of this request with the appropriate regional office of Massachusetts Department of
Environmental Protection on
DEP Northeast Regional Office
DEP Southeast Regional Office
10 Commerce Way
Lakeville Hospital
_ Woburn, MA 01801
Route 105
Lakeville, MA 02347
_ DEP Central Regional Office
DEP Western Regional Office
75 Grove Street
State House West, 5th Floor
Worcester, MA 01605
436 Dwight Street
Springfield, MA 01103
_ Signature:
Name: Mr. John Skibiski
Address: P.O. 381
Tel: (413) 584 -3428
_ Northampton, MA 01060
Represented by:
Andrew J. Kawczak/
Environmental Scientist
Almer Huntley Jr. & Associates
Industrial Drive East
Northampton, MA 01060
Tel. (413) 584 -7444
\ \HUNTLEYI \ADMIN \PROJINFO \PROJECTS \98 - 236 \rda.doc
Um
an November 9, 1998
Request for Determination of Applicability Narrative
for
160 Coles Meadow Road
rng►tizec _
Northampton, MA Ked.__.._e .
SITE CONDITIONS
The existing septic system under study does not meet Title 5 requirements and requires an
upgrade. The site is located at 160 Coles Meadow Road, Northampton, MA. Coles
Meadow Road connects with Route 5/10 near the Massachusetts State Police Barricks.
See attached plans. The existing home is located on a gently sloping piece of land with
slopes of approximately 1 - 3 percent. The current septic system is adjacent the house,
southerly side.
WETLAND DELINEATION
On October 21, 1998, Andrew I Kawczak a wetlands scientist working for Almer Huntley
Associates performed a wetlands delineation of the parcel. The results of the delineation
are shown in the table below and on the attached drawing. The delineation was performed
in accordance with the Massachusetts Wetlands Protection Act 310 CMR 10. Wetland
vegetation, topography and general hydrology was used to evaluate the site. The site was
reviewed for the normal signs of wetland vegetation associated with low lying wetland
areas. The Bordering Vegetated Wetlands (BVW) were evaluated using the 50%
vegetative criteria specified in the Massachusetts Wetlands Protection Act (MGL Chapter
131, Section 40) and its' resulting regulations (3 10 CMR 10.0). (i.e., Section 10.55 (2) (c)
of the regulation states "The boundary of Bordering Vegetated Wetlands (BVW) is the line
with which 50% or more of the vegetational community consists of wetland plant indicator
plants and saturated or inundated conditions exist. ")
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The wetland area was evaluated for the presence of hydrophytes and an inventory
developed. The wetland indicator status for each species was determined using the
'- "National List of Plant Species That Occur in Wetlands" for the state of Massachusetts
1988 distributed by Massachusetts Department of Environmental Protection Division of
'- Wetlands and Waterways dated April 1995. - The land in the westerly direction slopes to
the rear of the parcel where a flat area supports an intermittent stream and Bordering
Vegetated Wetland. The following terminology is used to explain the indicator status and
the frequency of occurrence for each species.
Obligate (OBL) - Always found in wetlands under natural (not planted)
conditions (frequency greater than 99 %), but may persist in non wetlands if
planted there by man or in wetlands that have been drained, filled, or
otherwise transformed into non wetlands.
Facultative Wetland (FACW0 - Usually found in wetlands (67% - 99%
fre uenc but occasionally found in non wetlands.
Facultative (,FACE - Sometimes found in wetlands (34% - 66% frequency),
but also occurs in non wetlands
Facultative Upland (FACU) - seldom found in wetlands (1% - 33 1 /o)
frequency and usually occurs in non wetlands
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A positive ( +) sign after the Wetland Indicator Status categories indicates an occurrence
toward the higher percentage of frequency, while a negative ( -) sign indicates an
occurrence rate toward the lower end of the percentage of frequency. The following
species were identified in the Bordering Vegetated Wetland area to the rear of the house.
Common Name
Scientific Name
Wetland
Indicator Status
Red Osier Dogwood
Cornus stolonifera
FACW+
Silky Dogwood
Cornus amomum
FACW
Cinnamon Fern
Osmunda cinnamomea
FACW
Red Maple
Acer rubrum
FAC
Speckled Alder
Alnus ru osa
FACW+
Sensitive Fern
Onoclea sensibilis
FACW
Touch -Me -Not Spotted
Impatiens ca ensis
FACW
Skunk Cabbage
Symplocarpus foetidus
OBL
Green Ash
Fraxinus pennsylvania
FACW
Joe -P a Weed, Spotted
Eu atoriadel hus maculatus
FACW
PROPOSED WORK:
The applicant wishes to install a new 1500 gallon septic tank chamber adjacent to the
house (on the west side) and Soil Absorption System to the northerly side of the house.
Both the septic tank and Soil Absorption System would be within the buffer zone but at
distances greater than 60 feet away from the wetland area. Staked erosion control devices
will be installed prior to any excavation.
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CURRENT DATE: 10/30/98 HORIZ SCALE: 1'• 10
VERT SCALE: N/A
FIELD WORK: 8.H /M FINAL DATE: X0 SD 14a
sommon COMPS: JM /CG CHECKED:
SURVEYM P.0 /P.N. DESIGN: R.L.S.
ENGINEER: R.LS. DRAFTING: CDG/TR
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PLAN OF PROPOSED SEWAGE DISPOSAL SYSTEM
PREPARED FOR
SITE PLAN JOHN SKIBISKI
TO BE LOCATED AT
160 COTES MEADOW ROAD
NORTHAMPTON, MASSACHUSETTS
PROJECT N0: 98 -236
DRAWING N0: 98236SP
FILE N0:
Al R HUNTLEY, JR. &ASSOCIATES, INC.
SURVEYORS ENGIIIEERS LANDSCAPE ARCHITECTS SHEET N0.
30 INDUSfRiAt, DRIVE EAST 1 O F 3
NORTHAMPTON, MASSACHUSETTS 01061 �
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PROFILE
HORIZ. & VERT. SCALE: 1 " =10'
11' -0"
4" P.V.C. SCHEDULE
40 INLET TEE. FASTEN
TO WALL WITH TWO
24" DIA. COVER STAINLESS STEEL STRAPS.
POSITION UNDER CLEANOUT.
5" OIA. 3.5 OIA.
OUTLET KNOCKOUTS
0 4" P.V.C. SCHEDULE INLET
i 40 OUTLET TEE. FASTEN
TO WALL WITH TWO
STAINLESS STEEL STRAPS.
POSITION UNDER CLEANOUT.
4" P.V.C. SCHEDULE PLAN VIEW 4" P.V.C. SCHEDULE
40 OUTLET TEE. FASTEN 40 INLET TEE. FASTEN
TO WALL WITH TWO TO WALL WITH TWO
STAINLESS STEEL STRAPS 24" DIA. COVER STAINLESS STEEL STRAPS.
24" DIA. COVER INSTALL 20" C.I.
FRAME AND COVER
TO FINISHED GRADE 6 0
In
--�
12"
13" I MIN. 3•� 10 f MIN.
1'— 2* MIN. `
orj
--�_ •-
� I
4 '_ 0.
LIQUID
GAS BAFFLE TO BE LEVEL
INSTALLED, BOTH TEES,
AS PER TITLE V 6" WALLS
REQUIREMENTS
L 6"
CROSS SECTION
1,500 GALLON SEPTIC.; TANK
N.T.S.
SEPTIC TANK TO BE DESIGNED do CONSTRUCTED TO WITHSTAND MIN.
OF H -10 LOADING, AS PER TITLE V REQUIREMENTS. IF TANK IS TO BE
INSTALLED WHERE POTENTIAL FOR HEAVY 'VEHICLES, TANK TO BE DESIGNED
AND CONSTRUCTED TO WITHSTAND H -20 LOADING, AS PER TITLE V REQUIREMENTS.
30 1/2"
LO
d
It
J
w
O
k
OUTLETS � —1 � 2' WALLS
�2
15'
6 8 �
L2
CONCRETE MINIMUM STRENGTH - 4,000 P.S.I. O 28 DAYS
STEEL REINFORCEMENT - A- 615 -75, GRADE 60, 1' MIN. COVER
PRECAST DISTRIBUTION BOX
WITH BAFFLE
N.T.S.
NO. I DATE I BY
REVISIONS
NOTES:
SEPTIC TANK
DISTRIBUTION BOX TO BE
SET LEVEL., SUMP TO BE 66_1 ,
—0 6' -0"
BETWEEN
DISTRIBUTION
X LINES '(
l 1 I
.
PLAN VI EW
CURRENT DATE: 10/30/98 I HORIZ SCALE: AS NOTED
VERT SCALE:
�ZH OF
��' REBECCA
SSE 1
CML N
1 9 NO 37218
(�I�ut4 Scc 101;01%
FIELD WORK: AH /MG
FINAL DATE: I,ot 3o14g
COMPS:
O
� O
N
O 0
Z '-
i +I
DRAFTING: TR
V) II
O •�
V)
Q j z
U � W
Q
O
Z
W
.-- n.
OC2�
+�
110
100
a•]
-
O
OJ U J CL
uj p p I n U
o rc: ° i+ W ov- (n N Cr
c°na -' rnm CL in
� S o V S 0 O H
g�?p 0 Q z m ZQ ?�0 II 2 II W W
LZ:W O Co � LAJ V � �� �j WW
CL V) CL pia W n �� lil0W� O J JCL
PROFILE
HORIZ. & VERT. SCALE: 1 " =10'
11' -0"
4" P.V.C. SCHEDULE
40 INLET TEE. FASTEN
TO WALL WITH TWO
24" DIA. COVER STAINLESS STEEL STRAPS.
POSITION UNDER CLEANOUT.
5" OIA. 3.5 OIA.
OUTLET KNOCKOUTS
0 4" P.V.C. SCHEDULE INLET
i 40 OUTLET TEE. FASTEN
TO WALL WITH TWO
STAINLESS STEEL STRAPS.
POSITION UNDER CLEANOUT.
4" P.V.C. SCHEDULE PLAN VIEW 4" P.V.C. SCHEDULE
40 OUTLET TEE. FASTEN 40 INLET TEE. FASTEN
TO WALL WITH TWO TO WALL WITH TWO
STAINLESS STEEL STRAPS 24" DIA. COVER STAINLESS STEEL STRAPS.
24" DIA. COVER INSTALL 20" C.I.
FRAME AND COVER
TO FINISHED GRADE 6 0
In
--�
12"
13" I MIN. 3•� 10 f MIN.
1'— 2* MIN. `
orj
--�_ •-
� I
4 '_ 0.
LIQUID
GAS BAFFLE TO BE LEVEL
INSTALLED, BOTH TEES,
AS PER TITLE V 6" WALLS
REQUIREMENTS
L 6"
CROSS SECTION
1,500 GALLON SEPTIC.; TANK
N.T.S.
SEPTIC TANK TO BE DESIGNED do CONSTRUCTED TO WITHSTAND MIN.
OF H -10 LOADING, AS PER TITLE V REQUIREMENTS. IF TANK IS TO BE
INSTALLED WHERE POTENTIAL FOR HEAVY 'VEHICLES, TANK TO BE DESIGNED
AND CONSTRUCTED TO WITHSTAND H -20 LOADING, AS PER TITLE V REQUIREMENTS.
30 1/2"
LO
d
It
J
w
O
k
OUTLETS � —1 � 2' WALLS
�2
15'
6 8 �
L2
CONCRETE MINIMUM STRENGTH - 4,000 P.S.I. O 28 DAYS
STEEL REINFORCEMENT - A- 615 -75, GRADE 60, 1' MIN. COVER
PRECAST DISTRIBUTION BOX
WITH BAFFLE
N.T.S.
NO. I DATE I BY
REVISIONS
NOTES:
SEPTIC TANK
DISTRIBUTION BOX TO BE
SET LEVEL., SUMP TO BE 66_1 ,
—0 6' -0"
BETWEEN
DISTRIBUTION
X LINES '(
l 1 I
.
PLAN VI EW
CURRENT DATE: 10/30/98 I HORIZ SCALE: AS NOTED
�.�) 5" DIA.
INLETS
"110
100
.
80
SEWER PIPE — SIZE AS NOTED
ON PLAN, ALL JOINTS TO BE
WATERTIGHT
SLOPE = 1 /8 " /FT. (MIN.)
HEADER PIPES FROM THE DISTRIBUTION
BOX TO BE NON PERFORATED AND
LAID LEVEL FOR AT LEAST ONE LENGTH
OF PIPE
4" PERFORATED PIPE — SLOPE — 0.005 . 4' — 5' MIN. TO GROUND WATER
Z
TING OR IMPERVIOUS LAYER BASED
GROUND ON PERCOLATION RATE
SIDE VIEW
2% FINISH GRADE-------%,
(MIN.)
1/8 TO 1/4
WASHED
STONE
3/4' TO 1
WASHED
STONE
ALL WORK TO BE DONE
IN ACCORDANCE WITH
THE STATE ENVIRONMENTAL
CODE, TITLE 5
DESIGN NOTES, DETAILS
& PROFILE
27 FINISH GRADE
(MIN.)
BOTTOM OF FIELD
TO BE HORIZONTAL
12" COVER
(MIN.) r 2" MIN.
4" our PERFORATED
• - . • PIPE
T __ 60 MIN. EFFECTIVE DEPTH
THESE PLANS ARE PREPARED AS AN ENGINEERING DESIGN AND ARE NOT INTENDED
TO BE USED FOR DETERMINATION OF PROPERTY UNES.
ALL WORK TO BE IN ACCORDANCE WITH THE STATE SANITARY CODE, TITLE 5.
ANY DEVIATION FROM THE CODE OR THESE PLANS WILL IMMEDIATELY REPORTED
TO THE BOARD OF HEALTH AND THE DESIGN ENGINEER.
ONt WEEK NOTICE PRIOR TO THE BEGINNING OF CONSTRUCTION TO BE GIVEN TO THE
DESIGN ENGINEER. FIELD INSPECTION IS REQUIRED PRIOR TO BACKFILL OF SYSTEM,
AS PER TITLE 5, SECTION 15.021. ADDITIONAL $100 FEE FOR FAILURE TO NOTIFY AS
NOTED.
SEPTIC TANK SHOULD BE INSPECTED AND CLEANED ON A REGULAR BASIS AS PER TITLE 5,
SUBPART D: INSPECTION AND MAINTENANCE OF SYSTEMS, 15.351, SYSTEM PUMPING AND
ROUTINE MAINTENANCE.
THE CONTRACTOR IS RESPONSIBLE TO CONTACT "DIG -SAFE" PRIOR OF START OF
CONSTRUCTION. THESE PLANS MAY NOT SHOW ALL UTILITIES EXISTING OR THOSE
TO BE INSTALLED ON THIS SITE. THE ENGINEER TAKES NO RESPONSIBILITY FOR
UTILITIES NOT SHOWN ON THESE PLANS.
ALL PRECAST CONCRETE PRODUCTS ARE TO BE MADE BY ROTONDO do SONS, INC. OR
APPROVED EQUAL.
THE CONTRACTOR WILL OBTAIN ALL THE NECESSARY PERMITS AND LICENSES BEFORE
THE START OF THIS PROJECT.
ALL SEWER PIPING FROM THE SEPTIC TANK TO THE DISTRIBUTION BOXES TO BE
4" PVC, SCHEDULE 40 RING —TITE PIPE.
ALL HEADER PIPING TO BE 4" PVC, SDR -35 RING -TITS PIPE, AND IS TO BE LAID LEVEL.
DISTRIBUTION LINES PIPE TO BE 4" PVC, SDR -35 RING -TITS PIPE (PERFORATED).
ALL CONCRETE STRUCTURES TO BE WATERTIGHT. HYDRAULIC CEMENT WILL BE USED
TO FIX PIPES IN PLACE.
LEACHING FIELDS WILL BE COVERED WITH A MINIMUM OF 1' -0" COVER, 6" WHICH
WILL BE SCREENED LOAM do SEED.
CLEANOUT MANHOLES TO BE INSTALLED TO WITHIN 6" OF GRADE OVER THE SEPTIC TANK.
(20" DIAMETER REQUIRED).
NO WELLS OBSERVED WITHIN 200' OF DISPOSAL AREAS.
LOCATIONS AND ELEVATIONS OF ALL PERTINENT EXISTING INFORMATION TO BE
FIELD CHECKED PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR HORIZONTAL AND VERTICAL SURVEY
WORK RELATIVE TO THE ESTABUSHMENT OF LAYOUT AND GRADES FOR CONSTRUCTION.
EROSION CONTROLS TO BE USED AS NECESSARY.
DISPOSAL SYSTEM IS TO BE CONSTRUCTED IN FILL, INSTALLATION SHALL MEET
THE REQUIREMENTS OF TITLE 5. SECTION 15.255. THE EXCAVATION OF UNSUITABLE
MATERIAL SHALL EXTEND A MINIMUM OF 5 LATERALLY IN ALL DIRECTIONS BEYOND
THE OUTER PERIMETER OF THE SOIL ABSORPTION SYSTEM TO THE DEPTH OF
NATURALLY OCCURRING PERVIOUS MATERIAL. SEE SOIL LOGS.
THIS SEPTIC REPAIR DESIGN IS SUBMITTED UNDER THE REQUIREMENTS FOR LOCAL
UPGRADE APPROVAL, 310 CMR. 15.403 404 405.
THE FOLLOWING LOCAL UPGRADE WAS REQUESTED:
15.405 (1) W REDUCTION IN THE REQUIRED FIVE FOOT SEPARATION BETWEEN THE
BOTTOM OF SAS AND HGWE WITH CONDITIONS 1 THROUGH 5.
DAILY DESIGN FLOW do EFFLUENT LOADING RATE
3. BEDROOMS x 2 PERSONS /BEDROOM = _._6 PERSONS (HOUSE)
6 PERSONS x 55 GALLONS OF WASTEWATER /PERSON /DAY =
3_ 30 TOTAL GALLONS OF WASTEWATER /DAY
PERCOLATION RATE: <2 MIN. /INCH (CLASS I SOILS)
GALLONS OF WASTEWATER /SQUARE FEET OF LEACH AREA FOR A PERCOLATION RATE OF:
...
<2 MIN. /INCH 9 GAL/SF BOTTOM AREA (LOADING RATE)
LEAC HING AREA, DESIGN
TOTAL DAILY FLOW MD GAL. /DAY .4- LOADING RATE .a GPD /S.F. ;.F.
AREA LEACHING (REQUIRED) _4M
LEACH FIELD AREA DESIGN �Q SO. FT.: JZ WIDE x AV LONG.
SEF i fC TANK „QESjGN - y TlrHQLl? GA.R ^.I^ DIc%ol m
Q GALLONS OF WASTEWATER /DAY x 2007 = ,Q GALLONS REQUIRED
EFFECTIVE LIQUID CAPACITY OF SEPTIC TANK.
MINIMUM TANK SIZE REQUIRED WITHOUT GARBAGE GRINDER: 150 GALLON SEPTIC TANK
SECTION X —X �
ONE WEEK NOTICE WILL BE GIVEN TO THE DESIGN ENGINEER PRIOR �
TO THE BEGINNING OF CONSTRUCTION. INSPECTIONS ARE REQUIRED. �
LEACHING FIELD AN ADDITIONAL $100.00 FEE WILL BE CHARGED IF THE REQUIRED
N.T.S. PERIOD OF NOTICE IS NOT GIVEN,
PLAN OF PROPOSED SEWAGE DISPOSAL SYSTEM PROJECT N0: 98 -236
PREPARED FOR DRAWING N0: 98236D1
JOHN SKIBISKI FILE No:
TO BE LOCATED AT ALMER HUNTLEY, JR. &ASSOCIATES, INC.
160 COLES MEADOW ROAD st►�v�roRS Eric s t.nxnscnPE n�tct�crs SHEEP N0.
NORTHAMPTON. MASSACHUSETTS 30 WDUSTRLIL DRIVE EAST 2 of 3 .& L
NORTHAMPTON, MASSACHUSETTS ,.,, o v
(� �s ` lJ—l.3 I�
j
VERT SCALE:
�ZH OF
��' REBECCA
SSE 1
CML N
1 9 NO 37218
(�I�ut4 Scc 101;01%
FIELD WORK: AH /MG
FINAL DATE: I,ot 3o14g
COMPS:
CHECKED:
SURVEYOR: PC /PN
DESIGN: RLS
ENGINEER: RLS
DRAFTING: TR
�.�) 5" DIA.
INLETS
"110
100
.
80
SEWER PIPE — SIZE AS NOTED
ON PLAN, ALL JOINTS TO BE
WATERTIGHT
SLOPE = 1 /8 " /FT. (MIN.)
HEADER PIPES FROM THE DISTRIBUTION
BOX TO BE NON PERFORATED AND
LAID LEVEL FOR AT LEAST ONE LENGTH
OF PIPE
4" PERFORATED PIPE — SLOPE — 0.005 . 4' — 5' MIN. TO GROUND WATER
Z
TING OR IMPERVIOUS LAYER BASED
GROUND ON PERCOLATION RATE
SIDE VIEW
2% FINISH GRADE-------%,
(MIN.)
1/8 TO 1/4
WASHED
STONE
3/4' TO 1
WASHED
STONE
ALL WORK TO BE DONE
IN ACCORDANCE WITH
THE STATE ENVIRONMENTAL
CODE, TITLE 5
DESIGN NOTES, DETAILS
& PROFILE
27 FINISH GRADE
(MIN.)
BOTTOM OF FIELD
TO BE HORIZONTAL
12" COVER
(MIN.) r 2" MIN.
4" our PERFORATED
• - . • PIPE
T __ 60 MIN. EFFECTIVE DEPTH
THESE PLANS ARE PREPARED AS AN ENGINEERING DESIGN AND ARE NOT INTENDED
TO BE USED FOR DETERMINATION OF PROPERTY UNES.
ALL WORK TO BE IN ACCORDANCE WITH THE STATE SANITARY CODE, TITLE 5.
ANY DEVIATION FROM THE CODE OR THESE PLANS WILL IMMEDIATELY REPORTED
TO THE BOARD OF HEALTH AND THE DESIGN ENGINEER.
ONt WEEK NOTICE PRIOR TO THE BEGINNING OF CONSTRUCTION TO BE GIVEN TO THE
DESIGN ENGINEER. FIELD INSPECTION IS REQUIRED PRIOR TO BACKFILL OF SYSTEM,
AS PER TITLE 5, SECTION 15.021. ADDITIONAL $100 FEE FOR FAILURE TO NOTIFY AS
NOTED.
SEPTIC TANK SHOULD BE INSPECTED AND CLEANED ON A REGULAR BASIS AS PER TITLE 5,
SUBPART D: INSPECTION AND MAINTENANCE OF SYSTEMS, 15.351, SYSTEM PUMPING AND
ROUTINE MAINTENANCE.
THE CONTRACTOR IS RESPONSIBLE TO CONTACT "DIG -SAFE" PRIOR OF START OF
CONSTRUCTION. THESE PLANS MAY NOT SHOW ALL UTILITIES EXISTING OR THOSE
TO BE INSTALLED ON THIS SITE. THE ENGINEER TAKES NO RESPONSIBILITY FOR
UTILITIES NOT SHOWN ON THESE PLANS.
ALL PRECAST CONCRETE PRODUCTS ARE TO BE MADE BY ROTONDO do SONS, INC. OR
APPROVED EQUAL.
THE CONTRACTOR WILL OBTAIN ALL THE NECESSARY PERMITS AND LICENSES BEFORE
THE START OF THIS PROJECT.
ALL SEWER PIPING FROM THE SEPTIC TANK TO THE DISTRIBUTION BOXES TO BE
4" PVC, SCHEDULE 40 RING —TITE PIPE.
ALL HEADER PIPING TO BE 4" PVC, SDR -35 RING -TITS PIPE, AND IS TO BE LAID LEVEL.
DISTRIBUTION LINES PIPE TO BE 4" PVC, SDR -35 RING -TITS PIPE (PERFORATED).
ALL CONCRETE STRUCTURES TO BE WATERTIGHT. HYDRAULIC CEMENT WILL BE USED
TO FIX PIPES IN PLACE.
LEACHING FIELDS WILL BE COVERED WITH A MINIMUM OF 1' -0" COVER, 6" WHICH
WILL BE SCREENED LOAM do SEED.
CLEANOUT MANHOLES TO BE INSTALLED TO WITHIN 6" OF GRADE OVER THE SEPTIC TANK.
(20" DIAMETER REQUIRED).
NO WELLS OBSERVED WITHIN 200' OF DISPOSAL AREAS.
LOCATIONS AND ELEVATIONS OF ALL PERTINENT EXISTING INFORMATION TO BE
FIELD CHECKED PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR HORIZONTAL AND VERTICAL SURVEY
WORK RELATIVE TO THE ESTABUSHMENT OF LAYOUT AND GRADES FOR CONSTRUCTION.
EROSION CONTROLS TO BE USED AS NECESSARY.
DISPOSAL SYSTEM IS TO BE CONSTRUCTED IN FILL, INSTALLATION SHALL MEET
THE REQUIREMENTS OF TITLE 5. SECTION 15.255. THE EXCAVATION OF UNSUITABLE
MATERIAL SHALL EXTEND A MINIMUM OF 5 LATERALLY IN ALL DIRECTIONS BEYOND
THE OUTER PERIMETER OF THE SOIL ABSORPTION SYSTEM TO THE DEPTH OF
NATURALLY OCCURRING PERVIOUS MATERIAL. SEE SOIL LOGS.
THIS SEPTIC REPAIR DESIGN IS SUBMITTED UNDER THE REQUIREMENTS FOR LOCAL
UPGRADE APPROVAL, 310 CMR. 15.403 404 405.
THE FOLLOWING LOCAL UPGRADE WAS REQUESTED:
15.405 (1) W REDUCTION IN THE REQUIRED FIVE FOOT SEPARATION BETWEEN THE
BOTTOM OF SAS AND HGWE WITH CONDITIONS 1 THROUGH 5.
DAILY DESIGN FLOW do EFFLUENT LOADING RATE
3. BEDROOMS x 2 PERSONS /BEDROOM = _._6 PERSONS (HOUSE)
6 PERSONS x 55 GALLONS OF WASTEWATER /PERSON /DAY =
3_ 30 TOTAL GALLONS OF WASTEWATER /DAY
PERCOLATION RATE: <2 MIN. /INCH (CLASS I SOILS)
GALLONS OF WASTEWATER /SQUARE FEET OF LEACH AREA FOR A PERCOLATION RATE OF:
...
<2 MIN. /INCH 9 GAL/SF BOTTOM AREA (LOADING RATE)
LEAC HING AREA, DESIGN
TOTAL DAILY FLOW MD GAL. /DAY .4- LOADING RATE .a GPD /S.F. ;.F.
AREA LEACHING (REQUIRED) _4M
LEACH FIELD AREA DESIGN �Q SO. FT.: JZ WIDE x AV LONG.
SEF i fC TANK „QESjGN - y TlrHQLl? GA.R ^.I^ DIc%ol m
Q GALLONS OF WASTEWATER /DAY x 2007 = ,Q GALLONS REQUIRED
EFFECTIVE LIQUID CAPACITY OF SEPTIC TANK.
MINIMUM TANK SIZE REQUIRED WITHOUT GARBAGE GRINDER: 150 GALLON SEPTIC TANK
SECTION X —X �
ONE WEEK NOTICE WILL BE GIVEN TO THE DESIGN ENGINEER PRIOR �
TO THE BEGINNING OF CONSTRUCTION. INSPECTIONS ARE REQUIRED. �
LEACHING FIELD AN ADDITIONAL $100.00 FEE WILL BE CHARGED IF THE REQUIRED
N.T.S. PERIOD OF NOTICE IS NOT GIVEN,
PLAN OF PROPOSED SEWAGE DISPOSAL SYSTEM PROJECT N0: 98 -236
PREPARED FOR DRAWING N0: 98236D1
JOHN SKIBISKI FILE No:
TO BE LOCATED AT ALMER HUNTLEY, JR. &ASSOCIATES, INC.
160 COLES MEADOW ROAD st►�v�roRS Eric s t.nxnscnPE n�tct�crs SHEEP N0.
NORTHAMPTON. MASSACHUSETTS 30 WDUSTRLIL DRIVE EAST 2 of 3 .& L
NORTHAMPTON, MASSACHUSETTS ,.,, o v
(� �s ` lJ—l.3 I�
j
DEEP HOLE # 1 TOWN
DATE: 10/20 98 CSE: ALMER HUNTLEY, JR. OBSERVER: PETER McERLAIN
DEEP OBSERVATION HOLE LOG
Depth from Surface
(inches)
Soil Horizon
Soil Texture
(USDA)
Soil Color
(Munsell)
Soil Mottling
Other
(Structure, Stones. Boulders.
NO.
3 OF
3
1.10
Consistency. x Growl)
0 -8"
A
LOAM
7.5YR 3/1
- - - --
TOP SOIL OLD GARDEN AREA
8
B
FILL, SILTY
1OYR 4/6
- - - --
LOOSE SINGLE GRAIN,
LOAM
FEW STONES
C D -38"
C 1
SILT
5YR 4/2
<1 Ox
COMPACT, SOME STONES
38" -72"
C2
SAND
7.5Y 4/2
- - - --
COMPACT, STONES, COBBLES
Parent Material (geologic): OUTWASH Ledge: 72_ Percolation Rate: FAILED
Standing Water.. N/O Weeping from Pit Face: NZg Percolation Depth: 48'
Estimated Seasonal High Ground Water. 20" Percolation Design Rate:
DEEP HOLE DATE: 10/20/98 CSE; ALMER HUNTLEY, JR. BS�R PETER McERLAIN
DEEP OBSERVATION HOLE LOG
Depth from Surface
(inches)
Sal Horizon
Soil Texture
(USDA)
Soil Coior
(Munsell)
Soil Mottling
Other
(Structure. Stones. Boulders.
NO.
3 OF
3
1.10
Consistency. % Gravel)
0-11
Ap
LOAM
1 OYR 3/2
- - - --
TOP SOIL OLD GARDEN AREA
11 " -24"
B
S —LOAM
1 OYR 5/4
- - - --
LOOSE SINGLE GRAIN,
LOAM
FEW STONES
24 — 87 0
C11
M —SAND
10YR 4/4
- - - --
SINGLE GRAIN SAND
87" -108
C2
SILT
2.5YR 5/1
- - - --
DENSE PLATEY, STONES
BR> 108
C2
SILT
2.5YR 5/1
5YR 4/6
5% MOTTLING. COMPACT
Parent Material (geologic): OUTWASH Ledge: -_ Percolation Rate: _2 min. /inch
Standing Water. NZO Weeping from Pit Face: N& Percolation Depth: 50'
Estimated Seasonal High Ground Water. 108" Percolation Design Rate: _2 minjjWh
EL =*94.30
G.W. AT 20"
1 SO. OAK PO ST
SUP
INDUST
PO
FA FILTER
MIRAFI .• AP EOUAL
r BACKFILL
i
6 '
0
N
50. Op►K �
COU
A / M
Me
ER F4 90 OVEO
C
E 10 OR OppR
E4
ON
SON 5E 8-
SE�
BACKFILL
SEDIMENTATION CONTROL FENCE
N.T.S.
EL =196.34
#44$4
a'
0
G.W. AT 108
BALED HAY HE` dft
TOGETHER BY
WOODEN STAKE
1 " SQ. OAK Pt
-SUPPORT NET
INDUSTRIAL
POLYPROPYLEN
- FILTER FABRIC
MIRAF] 100 OR
APPROVED EQU
- 1/8 TO 1/4'
CRUSHED STON
BACKFILL
DIRECTION OF
/, AM
SECTION PLAN
SEDIMENTATION CC iNTROL FENCE
W BALED HAY BACKING
N.T.S.
BAI
BU'
T0(
DEEP HOLE # 3 DATE: 10/20/98 CSE: ALMER -HUNTLEY. JR. oasir
N RvIm. PETER McERLAIN
DEEP OBSERVATION HOLE LOG
Depth from Surface
(inches)
Soil Horizon
Soil Texture
(USDA)
Soil Color
(Muneell)
Sou Mottling
Other
(Structure, Stones, Boulders,
NO.
3 OF
3
1.10
Consistency, % Gravel)
0 -11
Ap
LOAM
1 OYR 3/2
- - - --
TOP SOIL OLD GARDEN AREA
11 " -18"
B
SANDY
1 OYR 5/4
- - - --
MED SAND, FEW SMALL
LOAM
STONES
18" 70"
C 1
SANDY
10YR 4/4
- - - --
SINGLE GRAIN SAND
LOAM
70
C2
SILT
2.5YR 5/1
5YR 4/6
5% MOTTLING. COMPACT
Parent Material (geologic): OUTWASH Ledge: N/0 Percolation Rate: >2 min, /inch
Standing Water: NZO Weeping from Pit Face: Percolation Depth: 50
Estimated Seasonal High Ground Water. 70" Percolation Design Rate:
EL =195.10
C.W. AT 70"
• 'L- Uisnr,c GROUND
SECTION A-A
BALED HAY FOR EROSION CONTROL AT
TOE OF PROPOSED SLOP
N 0. 1 DATE 1 BY
REVISIONS
CURRENT DATE: 10/30/98 HORIZ SCALE: AS NOTED
VERT SCALE:
FlELD WORK: AMH /AEG FlNAL DATE: Lp(yp/q,8
COMPS: CHECKED: R4tj
SURVEYOR: DESIGN: RLS
ENGINEER: RLS DRAFTING: TR
0
PLAN
BALE HAY
HELD IN PLACE
WITH 2 "x2 "x3' -0"
STAKES — 6' -0•
2 PER BALE
FLOW
r
OE OF SLOPE
ell FILL
TOE OF
SLOPE
SOIL EVALUATION LOGS,
EROSION CONTROL DETAILS
AND NOTES
GENERAL EROSION CONTROL GUIDELINES
1) ALL AREAS THAT ARE DISTURBED DURING GRADING OPERATIONS WHICH WILL NOT BE PAVED WILL RECEIVE 6' MIN. LOAM AND SEED.
2) EROSION CONTROL MEASURES SHALL BE INCORPORATED IN THE SEQUENCE OF CONSTRUCTION TO PREVENT SEDIMENT LADEN WATER FROM
LEAVING THE SITE.
3) NATURAL VEGETATION SHALL. BE RETAINED WHENEVER FEASIBLE UP TO THE SCHEDULED START OF A CONSTRUCTION ACTMTY IN THE
AREA. WHERE POSSIBLE, CLEARING SHALL IMMEDIATELY PRECEED CONSTRUCTION ACTIVITY•
AREAS SUBJECT TO EROSION SHALL BE MINIMIZED IN TERMS OF TIME AND AREA.
S) IN GENERAL. WORK REQUIRING EROSION CONTROL INCLUDES EXCAVATIONS, FILLS, DRAINAGE. SWALES AND DITCHES, ROUGH AND FINISH
GRADING, AND STOCKPILING OF EARTH.
6) EROSION CONTROL MEASURES SHALL, WHERE APPLICABLE, INCORPORATE AT LEAST THE FOLLOWING PROCEDURES DETAILED ON THIS DRAWING.
A TEMPORARY BARRIER OF FLAY BALES TO PREVENT SEDIMENT —LADEN WATER FROM ENTERING INCOMPLETE STORM DRAINAGE SYSTEM.
8 TEMPORARY BARRIER OF HAY BALES TO ACT AS EROSION CHECKS AT THE TOES OF EMBANKMENTS AND SLOPES.
C TEMPORARY EARTH BERMS TO ACT AS SEDIMENT TRAPS IN AREAS OF EXTREME RUNOFF.
D) TEMPORARY EROSION CHECKS IN DITCHES AND SWALES TO PREVENT SEDIMENT —LADEN WATER FROM ENTERING BODIES OF SURFACE
E) PROVIDE TEMPORARY SLOPF. EROSION CONTROL WHERE REQUIRED.
� F 7 7 FILL AND GRADING SHALL bE TREATED WITH SLOPE STABILIZATION SEEDING OR GROUND COVER AND HAY MULCH UPON COMPLETION.
ADDITIONAL EROSION CONTROL MEASURES SHALL BE INCORPORATED AS DIRECTED BY THE ENGINEER WHEN THE EXISTING
MEASURES ARE INADEQUATE.
e) E ROSION
M EASURES SHALL THEN M
BE REMOVED AND THE AREAS ARE 0 U NTIL E EMBANKMENT OR FINISHED GRADE IS STABILIZED. EROSION CONTROL
BE FINISH GRADED AND PUNTED AS SHOWN ON DRAWINGS OR AS
NOTED IN THE SPECIFICATIONS.
NOTES: WORK IN OR NEAR WETLANDS
1) "WORK IN OR NEAR WERANDS" IS DEFINED AS ANY AREA WHERE CONSTRUCTION IS WITHIN A WETLAND OR WITHIN
100 FEET OF A WETLAND (BUFFER) AS DEFINED M.G.L. CH. 131 S.40 WETLAND PROTECTION ACT OR AS DEFINED BY
CITY/TOWN BYLAW IN THE CITY/rOWN THE PROJECT IS TO BE LOCATED.
2) MAJOR WETLANDS AND BUFFERS SUBJECT TO APPLICABLE RESTRICTIONS OF THIS CONTRACT ARE INDICATED ON
THE PLANS AND THE 'SCHEDULE OF WETLAN AREAS.
3) NO MATERIALS SUBJECT TO EROSION SHALL BE STOCKPILED OVERNIGHT WITHIN 100 FEET OF A WETLAND, BROOK,
TOP OF RIVER BANK, OR OTHER AREA DEEMED AS WETLANDS OR BUFFERS BY THE ENGINEER.
4) ALL EXCAVATED MATERIALS SHALL BE CASTED AWAY FROM WETLANDS, BROOKS, RIVERS, OR OTHER AREAS
DEEMED WETLANDS OR BUFFERS BY THE ENGINEER.
5) PIPE TRENCHES SHALL BE TOTALLY BACKFILLED AT THE END OF EACH WORK DAY, UNLESS APPROVED BY THE
ENGINEER.
6) SEDIMENTATION CONTROL FENCES SHALL BE INSTALLED PRIOR TO CLEARING. SEE PLANS FOR LIMIT. THE
CONTRACTOR SHALL MAINTAIN THESE FENCES UNTIL FINAL ACCEPTANCE BY THE ENGINEER.
7) DISTURBED AREAS SHALL BE GRADED, LOAMED AND SEEDED AND RESTORED WITHIN
ONE (1) WEEK OF INSTALLATION OF PIPE.
g' THE FIt►;rSuEn
GRADE OF DIST'_ R9ED AREAS SHALL MATCH EXISTING TOPOGRAPHY OF THE AREA PRIOR TO
CONSTRUCTION, UNLESS INDICATEC OTHERWISE ON THE PLANS.
9) THE CONTRACTOR SHALL CONSTRUCT TEMPORARY CROSS DITCHES, CULVERTS AND SWALES, AS NECESSARY TO
MAINTAIN EXISTING SURFACE WATER LEVELS, SUBJECT TO THE APPROVAL OF THE ENGINEER.
10) THE FUNCTIONING OF TEMPORARY CULVERTS, DITCHES, SWALES OR CONSTRUCTION OPERATIONS SHALL NOT
CAUSE NOTICEABLE SEDIMENTATION PLUMES. IF PLUMES OCCUR, THE CONTRACTOR SHALL STOP WORK AND
INSTALL EROSION CONTROL DEVICES IMMEDIATELY TO PREVENT FURTHER SEDIMENTATION.
11) ACCUMULATED SEDIMENT SHUILL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR AS REQUIRED OR AS
DIRECTED BY THE ENGINEER.
12) TRANSFER AND /OR STORAGE OF FUELS, LUBRICANTS, ETC., WILL NOT BE PERMITTED WITHIN SENSITIVE AREAS
WITHOUT PRIOR APPROVAL OF THE ENGINEER. TRANSFER WILL NOT BE PERMITTED WITHIN 100 FEET OF A POND, LAKE,
A FLOWING BROOK OR RIVER AND NO STORAGE WILL BE ALLOWED EXCEPT IN APPROVED FENCED — SECURED AREAS.
13) EQUIPMENT SHALL NOT BE Pi WITHIN WETLANDS OR BUFFER AREAS EXCEPT DURING ACTUAL OPERATIONS
REQUIRING SAID EQUIPMENT.
ONE WEEK NOTICE WILL BE GIVEN TO THE DESIGN ENGINEER PRIOR
TO THE BEGINNING OF CONSTRUCTION. INSPECTIONS ARE REQUIRED.
AN ADDITIONAL $100.00 FEE WILL BE CHARGED IF THE REQUIRED
PERIOD OF NOTICE IS NOT GIVEN.
PLAN OF PROPOSED SEWAGE DISPOSAL SYSTEM
PREPARED FOR
JOHN SKIBISKI
TO BE LOCATED AT
160 COLES MEADOW ROAD
NORTHAMPTON, MASSACHUSETTS
HUNTLEY
ALMER HUNTLEY, JR. & ASSOCIATES, INC.
SURVEYORS ENGUMRS LANDSCAPE ARCHITECTS
30 INDUSTRIAL DRIVE FAST
NORTHAMPTON, MASSACHUSETTS
PROJECT NO:
98 -236
DRAWING NO:
98236D2
FILE NO:
SHEET
NO.
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