08-033 cole meadows road conservation310CMR 1 .99
Form 5
Commonwealth
rf",�MFXIM
110,
of Mas$$ achusetts
Order of Conditions
v „x, tts Wetlands
. c. 131, pw
and the Northampton Wetlands Protection Ordinance c N.
From Northampton Conservation Commission Issuing Authority To:
Walter Michalowski James Reinle and Jean Reinle
Name of property owner Name of Applicant
30 Henry Street_ Northampton, MA 22 Lincoln Avenue Northampton MA 010
Address Address
This Order is issued and delivered as follows:
[X] by hand delivery to applicant or representative on January 27, 1999.
[ ] by certified mail, return receipt requested on
This project is located in Northampton at Coles Meadow Road.
The property is recorded at the Registry of Hampshire County
Book 988 Page 87
Certificate (if registered) N/A
The Notice of Intent for this project was filed on Jan uary 9, 1999
The public hearing was closed on January 25, 1999.
Findings:
date)
The Northampton Conservation Commission has reviewed the above - referenced Notice of Intent and plans and has
held a public hearing on the project. Based on the information available to the Conservation Commission at this
time, the Commission has"determined that the area on which the proposed work is to be done is significant to the
following interests in accordance with the Presumptions of Significance set forth in the regulations for each Area
Subject to Protection Under the Act (check as appropriate):
[ ] Public water supply [X] Flood Control
[ ] Private water supply [X] Storm damage prevention
[ ] Ground water supply [X] Prevention of pollution
Total Filing Fee Submitted $65.00 State Share N$ /A
(' /Z fee in excess of $25)
Total Refund Due $ City Portion $ State Portion $
(1/2 total)
[ ] Land containing shellfish
[ ] Fisheries
[ ] Protection of Wildlife Habitat
City Share 6$ 5.00
(1/2 total)
1
s
310CMR 10.99
Form 5
Commonwealth
of Massachusetts
DEP File No. 246-
�
(To be provided by DEP)
City/Town Northampton
Applicant James & Jean Reine
Map # Parcel # 3
Order of Conditions
44"aachucetts Wetlands
.Ll. V. 1J1� y`1V
and the Northampton Wetlands Protection Ordinance C N'_Y
From Northampton Conservation Commission Issuing Authority To:
Walter Michalowski
Name of property owner
30 Henry Street, Northampton, MA
Address
James Reinle and Jean Reinle
Name of Applicant
22 Lincoln Avenue, Northampton, MA 01060
Address
This Order is issued and delivered as follows:
[X] by hand delivery to applicant or representative on January 27, 1999.
[ ] by certified mail, return receipt requested on
This project is located in Northampton at Coles Meadow Road.
The property is recorded at the Registry of Hampshire County
Book 988 Page 87
Certificate (if registered) N/A
The Notice of Intent for this project was filed on January 9, 1999
The public hearing was closed on January 25, 1999.
Findings:
date)
The Northampton Conservation Commission has reviewed the above - referenced Notice of Intent and plans and has
held a public hearing on the project. Based on the information available to the Conservation Commission at this
time, the Commission has'determined that the area on which the proposed work is to be done is significant to the
following interests in accordance with the Presumptions of Significance set forth in the regulations for each Area
Subject to Protection Under the Act (check as appropriate):
[ ] Public water supply [X] Flood Control
[ ] Private water supply [X] Storm damage prevention
[ ] Ground water supply [X] Prevention of pollution
Total Filing Fee Submitted 6$ 5.00 State Share N$ /A
(' /Z fee in excess of $25)
Total Refund Due $ City Portion $ State Portion $
(1/2 total)
[ ] Land containing shellfish
[ ] Fisheries
[ ] Protection of Wildlife Habitat
City Share $65.00
(1/2 total)
1
L..
..,/
Therefore, the Northampton Conservation Commission hereby finds that the following
conditions are necessary, in accordance with the Performance Standards set forth in the
regulations, to protect those interests checked above. The Conservation Commission orders that
all work shall be performed in accordance with said conditions and with the Notice of Intent
referenced above. To the extent that the following conditions modify or differ from the plans,
specifications or other proposals submitted with the Notice of Intent, the conditions shall control.
General Conditions:
Failure to comply with all conditions stated herein, and with all related statutes and other
regulatory measures, shall be deemed cause to revoke or modify this.Order.
2. The Order does not grant any property rights or any exclusive privileges; it does not
authorize any injury to private property or- invasion of private rights.
3. This Order does not relieve the permittee or any other person of the necessity of
complying with all other applicable federal, state or local statutes, ordinances, by -laws or
regulations.
4. The work authorized hereunder shall be completed within three years from the date of
this Order unless either of the following apply:
(a) the work is a maintenance dredging project as provided for in the Act; or
(b) the time for completion has been extended to a specified date more than three
years, but less than five years, from the date of issuance and both that date and the
special circumstances warranting the extended time period are set forth in this
Order.
5. This Order may be extended by the issuing authority for one or more periods of up to
three years each upon application to the issuing authority at least 30 days prior to the
expiration date of the Order.
6. Any fill used in connection with this project shall be clean fill, containing no trash,
refuse, rubbish or debris, including but not limited to lumber, bricks, plaster, wire, lath,
paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles or parts of any of the
foregoing. The applicant is prohibited from using demolition materials, asphalt,
large chunks of concrete, tree stumps and limbs, and general refuse;
7. No work shall be undertaken until all administrative appeal periods from this Order have
elapsed or, if such an appeal has been filed, until all proceedings, before the Department
have been completed.
8. No work shall be undertaken until the Final order has been recorded in the Registry of
Deeds or the Land Court for the district in which the land is located, within the chain of
2
'%� ,, 40,00 ,
title of the affected property. In the case of recorded land, the Final Order shall also be
noted in the Registry's Grantor Index under the name of the owner of the land upon which
the proposed work is to be done. In the case of registered land, the Final Order shall also
be noted on the Land Court Certificate of Title of the owner of the land upon which the
proposed work is to be done. The recording information shall be proposed work is to be
done. The recording information shall be submitted to the Commission on the form at the
end of this Order prior to commencement of the work. The Commission usually will
record the Order in the Registry of Deeds. It is the applicant's responsibility to
insure the Order is properly recorded.
9. Where the Department of Environmental Protection is _requested to make a determination
and to issue a Superseding Order, the Conservation Commission shall be a party to all
agency proceedings and hearings before the Department.
10. Upon completion of the work described herein, the applicant shall forthwith request in
writing that a Certificate of Compliance be issued stating that the work has been
satisfactorily completed.
11. The work shall conform to the following plans and special conditions:
PLANS /TITLE DATED SIGNED & STAMPED BY:
"Plan of Land on Coles Meadow Road, 12/21/98
Northampton, MA, For James and Jean
Reinle," prepared by Environmental
Plannin,R Associates."
"Sewage Disposal System, James Reinle, 12/21/98 David E. Keates, Reg Eng.
Coles Meadow Road, Northampton, MA
All Plans and information on file with Northampton Conservation Commission
SPECIAL CONDITIONS:
12. The Commission and its agents shall have the right to enter and inspect the property at
any time to monitor for compliance with the conditions of this Order, the Act, and
Wetlands Protection Regulations: 310 CMR 10.00 and Chapter 24 of the City's
Ordinances:. "The Wetlands Protection Ordinance ". They shall have the right to request
and receive any data or documentation that is deemed necessary for evaluation of
compliance.
3
`%W *4MP#'
13. This Order of Conditions shall apply to any successor in interest or successor in control;
14. The owner of the property described in this Order, must advise any potential buyer of the
property that any construction or alteration to said property, including brush cutting or
clearance, may require approval by the Northampton Conservation Commission.
Any instrument conveying any or all of the owners' interest in said property or any
portion thereof, shall contain language similar to the following:
"This property is subject to the Northampton Wetlands Protection
Ordinance and/or Wetlands Protection Act: Any: construction or
maintenance work performed on this property requires an Order of
Conditions, and/or a Determination of Applicability the Northampton
Conservation Commission ";
15. The contractor is as responsible as the applicant and property owner for any violations of
the Orders of Condition and penalties under the law, while all activities regulated by this
Order are being performed.
16. A copy of this Order and associated plans shall remain on site during all construction
and/or building activities. The project manager and all equipment operators shall be
familiar with the approved plans, and shall be informed of their location on the site.
This location shall be accessible to all contractors whenever work is occurring on
site.
17. All required permits must be obtained from the Army Corp of Engineers (Section 404,
Water Quality Certification), Planning Board, Zoning Board, Department of Public
Works, or Building Inspector prior to the start of projects involving fill within any
wetland resource area;
18. No disposal of soils or other materials shall be allowed within: a 100 -year floodplain; 40
feet of the 100 -year floodplain elevation; any wetland; or any area within 100 -feet of a
wetland, unless such areas are specifically approved by the Commission, in accordance
with 310 CMR 10.00, and City of Northampton Ordinances - Chapter 24;
19. Any change or deviation from the Notice of Intent, plans and/or Order of Conditions
approved by the Commission, prior to or during construction, shall require the applicant
to file a request for an amendment with the Conservation Commission. It shall include a
written inquiry as to whether or not the change is substantial enough to require the filing
of a new Notice of Intent.
After making a positive determination, the Commission shall conduct a public hearing to
amend the Order or to issue a new Order, if a new Notice of Intent is required.
4
% ► '".o
20. In accordance with General Condition 8 on page 5 -2 of this Order, this Order shall be
recorded at the Hampshire County Registry of Deeds by the Northampton Conservation
Commission prior to commencement of work on the site.
21. All revised plans, referenced within this Order of Conditions, shall be approved by the
Conservation Commission and incorporated into this Order by reference and shall be
followed during the course of construction.
22. Ongoing conditions that shall not expire with the issuance of a Certificate of Compliance
are as follows:
(None).
23. The haybales /limit of work line shall be relocated to within ten feet of the driveway on
the downgradient side of the driveway and shall serve as the limit -of -work line.
24. A twelve -inch culvert shall be placed on the low spot of the driveway so existing
drainage is allowed to flow through the drainage way.
25. The applicant shall submit a revised plan showing proposed contours, including proposed
finished contours for driveway grading, the new limit -of -work line, and the placement of
the culvert, before the commencement of work.
5
310 CMR: DEP*.,,,TMENT OF ENVIRONMENTAL PF,.WECTION
10.99: continued
day of January 19 before me personally
This Order must be signed by a majority of the Conservation Commission.
On this
25th
appeared Magnn Mnrnnn , to me known to be the person described in, and who executed,
the foregoing instrument, and acknowledged that he/she executed the same as his/her free act and deed.
Notary Public
My Commission Expir s
The applicant, the owner, any person aggrieved by this Order, 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.Order, 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 10.030 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.
Detach on dotted line and submit to the Northampton Conservation Commission prior to commencement of work.
...............................•••..........._......•••••••••.......•••••••••••••...............................•••.._......._............•••.............•••.......... ...............................
To Northampton Conservation Commission Issuing Authonfiy"`°
Please be advised that the Order of Conditions for the project at
File Number
has been recorded at the Registry of
and
has been noted in the chain of title of the affected property in accordance with General Condition 8 on 19
If recorded land, the instrument number which identifies this transaction is
If registered land, the document number which identifies this transaction is
Signature
Applicant
4/1/94 10 CN4R - 423 423
Issued by the Northamplon Conservation Commission
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 PTJBLIC HEARING NOTICE
The Northampton Conservation Commission will conduct a meeting on Monday, January 25,
1999 at 7:00 P.M. in Hearing Room 18, Second Floor, City Hall, 210 Main Street,
Northampton, at which time Public Hearings will be conducted on the following, as required
under M.G.L. Chapter 131, Section 40, The Wetlands Protection *Act and Chapter 24 of the City
of Northampton's Ordinances, Wetlands Protection
8:10 P.M. - Public Hearing on a Notice of Intent filed by James Reinle and Jean Reinle for
the construction of a single- family home with associated driveway, water line and on -site septic
system at Coles Meadow Road, also known as Northampton Assessor's Map 8, Parcel 3.
Work will take place within the buffer zone of an isolated wetland.
8:30 P.M. - Public Hearing on a Request for Determination filed by Richard A. Constant for
the construction of an addition to an existing single - family home at 60 Winterberry Lane,
Florence, also known as Assessor's Map 36, Parcel 225. Work will take place within the
buffer zone of a resource area.
8:40 P.M. - Public Hearing on a Notice of Intent filed by David M. Lepine for the
construction of a single - family home and subsurface sewage disposal system within the 100'
buffer zone of a Bordering Vegetated Wetland at Lot #1, Park Hill Road, also known as
Assessor's Map 43, Parcels 20 & 22.
PUBLISH: January 16, 1999
BILL: Northampton Conservation Commission, c/o Office of Planning and Development
City Hall, 210 Main Street, Northampton, MA 01060.
ORIGINAL PRINTED ON RECYCLED PAPER
Office of Planning and Development
City of Northampton
City Hall • 210 Main Street
Northampton, MA 01060 • (413) 587 -1266
FAX (413) 587 -1264 • EMAIL planning ®city. northampton.ma.us
-Conservation Commission *Historical Commission
-Planning Board • Housing Partnership
-Zoning Board of Appeals
January 19, 1999
James Reinle and
Jean Reinle
22 Lincoln Avenue
Northampton, MA 01060
Dear Mr. and Mrs. Reinle:
-4-W
Your Notice of Intent for the construction of a single - family home with associated driveway,
water line and on -site septic system at Coles Meadow Road has been submitted to the
Northampton Conservation Commission, and the Public Hearing will be conducted at its
meeting scheduled for January 25, 1999 at 8:10P.M. in Hearing Room 18, Second Floor City
Hall, 210 Main Street, Northampton. You and/or your representative(s) are required to attend
this meeting to present the application.
One week before the Public Hearing is scheduled, a legal notice announcing the meeting will be
published in the Daily Hampshire Gazette (copy enclosed). Please post the enclosed yellow
notice where it will be visible from a public right -of -way.
If you have any questions, please contact the Office of Planning and Development, City Hall,
Telephone 587 -1262.
Sincerely,
Laura Krutzler
Board Secretary
Enclosure
cc: Walter Michalowski, 30 Henry Street Northampton, MA 01060; Peter LaBarbera,
Environmental Planning Associates, P.O. Box 351, South Deerfield, MA 0 13 73.
ORIGINAL PRINTED ON RECYCLED PAPER
310 CMR: DE \ZTMENT OF ENVIRONMENTAL P,,..,TECTION
1 0.99: continued
DEP FileNO. -
(To be provided by DEP)
Form 3 City/Town _Nbotthampton—
Applicant LE
Commonwealth Department of
of lllassachusetts Defense
United States
Notice of Intent 'ofAmerica
Under the
hivm s ack s Pi oteeti'on Amt. s, -;l'9
The City of Northampton's Wetland Protection Ordinance, Ch.24
-- Apphe0ion4ey-a Bepartmea4$f the - A rmy Perms
Part I: General Information
1. Location: Street Address C c I CS
Lot Number ASSeino H AP '3
ego 1,
rARCEL 3
A
2. Project: Type P 1 c. Description If- F tt.Nvw" 1 ilrr►. � �.. � ��
3.
4. Applicant Mmes r Tea r� kE u-s i t Tel. s 8 `'{ - 8 4 7
Address: �2 L � NC,C�0Q A e . _ NCi uriA M t r Oki M A '0I C>hC
5. Property Owner uA L - h1 t c k Lt r Tel. y 1 3 3
Address 30 He n r./ STrec t . N c Ary1 rDr i MA O 1 D1-l®
n LA 1 bvrC.
6. Representative E nJ +r(. Ntv1 - /vTA L _f NN ;111 (n A Tel. `l t 2S' WS - 7 i b3
Address t�r) 3rT 4 "th Dicer f;r , MA U i 73 - 1
7. a. Has the DEP's Western Regional Office been sent, by certified mail or hand deliver, 2
copies of completed Notice of Intent, with supporting plans and documents?
Yes ❑ No 0'
Has the Northampton Conservation Commission Office been sent, by certified mail or
hand deliver, 9 copies of completed Notice of Intent, with supporting plans and
documents?
�'cs QK No ❑
4/1/94 310 CMR - 409 409
Registry: County Hampshire Current Book_ & Page
Certificate (if Registered Land)
310 CMR: DEPN%.11ZVIENT OF ENVIRONMENTAL PR (,CTION
0.99: continued
b. Has the fee been submitted? Yes li� No ❑
c. Total Filing Fee Submitted - A L, 5 • [J()
d. City /Town Share of Filing Fee 0 k, '`s• U 0 State Share of Filing Fee �j I LA
(Sent to Gty/Tow ) (Z of fee in excess of 525, sent to DCP)
e. Is a brief statement attached indicating how the applicant calculated the fee?
Yes ER No ❑
f. Under which laws is this permit being requested?
Mass. Wetlands Protection Act Northampton's Wetland Protection Ord.
8. Have all obtainable permits, variances and approvals required by local by -law been obtained?
Yes ❑ No EY
obtained Applied for: Not Applied For:
DtSAc -sC? I We•�K"S
i
Is any portion of the site subject to a Wetlands Restriction Order pursuant to G.L. c. 131,
§40A or G.L. c. 130, § 105? Yes ❑ No X
10. List all plans and supporting documents submitted with this Notice of Intent.
Identifying
Number/Letter
Title, Date
Plan of land on Coles Meadow Road, Northampton, MA
for James and Jean Reinle
known as Assessors Map 8 Parcel 3
Dated: 12/21/98
By Environmental Planning Associates, South Deerfield, MA
Sewage Disposal System for James Reinle
Coles Meadow Road, Northampton, MA
By David E. Keates, P.E.
Dated: 12/24/98
4/1/94 310 CMR -410 4 10
1
Title, Date
Plan of land on Coles Meadow Road, Northampton, MA
for James and Jean Reinle
known as Assessors Map 8 Parcel 3
Dated: 12/21/98
By Environmental Planning Associates, South Deerfield, MA
Sewage Disposal System for James Reinle
Coles Meadow Road, Northampton, MA
By David E. Keates, P.E.
Dated: 12/24/98
4/1/94 310 CMR -410 4 10
310 CMR: DE! ITMENT OF ENVIRONMENTAL Pi � ECTION
0.99: continued
I I. Check those resource areas within which work is proposed:
(a) VBuffer Zone
(b) Inland
❑ Bank Land Subject to Flooding:
❑ Bordering Vegetated Wetland ❑ Bordering
❑ Land Under Water Body & Waterway' ❑ Isolated
❑ Isolated Vegetated Wetland (I'er Northampton Welland Ordinance)
Likely to involve U.S. Army Corps of Engineers concurrent jurisdiction. See
General Instructions for Completing Notice of Intent.
12. Is the project within estimated habitat which is indicated on the most recent Estimated Habitat Map
of State - Listed Rare Wetlands Wildlife (if any) published by the Natural Heritage and Endangered
Species Program?
YES[ ] NO [ ---] NO MAP AVAILABLE[ ]
Date printed on the Estimated Habitat Map (if any) 1997-1999
If yes, have you sent a copy of the Notice of Intent to the Natural Heritage and Endangered Species
Program via the U.S. Postal Service by certified or priority mail (or otherwise sent it in a manner that
guarantees delivery within two days) no later than the date of the filing of this Notice of Intent with
the conservation commission and the DEP regional office? YES f ] NO [ ]
If you please attach evidence of timely mailing or other delivery to the Natural Heritage and Endangered
Species Program.
Part H: Site Description
Indicate which of the following information has been provided (on a plan, in narrative
description or calculations) to clearly and accurately describe existing site conditions.
Identifying Number/Letter
(of plan, narrative or calculations)
Natural Feature.-,
Soils
Vegetation
Topography
Open water bodies (including ponds and lakes)
Flowing water bodies (including streams and rivers)
Public and private surface water and ground water supplies on
or within 100 feet of site
41/1194 310CMI: -411 411
310 CMR: DEP, OF ENVIRONMENTAL PFI..WECTION
'0.99: continued
Part III: Work Description
Indicate which of the following information has been provided (on a plan, in narrative description or
calculations) to clearly, completely and accurately describe work proposed within each of the resource areas
checked in Part I, item H above.
Identifying
Number/Letter
(of plan, narrative or calculations)
4/ 1194
Structures (such as buildings, piers, towers and headwalls)
Drainage and flood control facilities, including culverts and
open channels (with inverts), dams and dikes
Subsurface sewage disposal systems & underground utilities
Filling, dredging and excavating, indicatin (� volume and
Composition of mates - Nd
310C1\1 I: -412 412
Maximum annual ground water elevations with dates and
location of test
Boundaries of resource areas checked under Part I, Item I1
above
Other
Man- made_Features:
Structures (such as buildings, piers, towers and headwalls)
Drainage and flood control facilities at the site and immediately
off the site, including culverts and open channels (with inverts),
dams and dikes
Subsurface sewage disposal systems
Underground utilities
Roadways and parking areas
,.'
Property boundaries, easements and rights -of- -way
Other
Part III: Work Description
Indicate which of the following information has been provided (on a plan, in narrative description or
calculations) to clearly, completely and accurately describe work proposed within each of the resource areas
checked in Part I, item H above.
Identifying
Number/Letter
(of plan, narrative or calculations)
4/ 1194
Structures (such as buildings, piers, towers and headwalls)
Drainage and flood control facilities, including culverts and
open channels (with inverts), dams and dikes
Subsurface sewage disposal systems & underground utilities
Filling, dredging and excavating, indicatin (� volume and
Composition of mates - Nd
310C1\1 I: -412 412
310 CMR: DF ' RTMENT OF ENVIRONMENTAL P
10.99: continued
Compensatory storage areas, where required in accordance with
Part III, 10.57(4) of the regulations.
Wildlife habitat restoration or replication areas
Other
PomL_SD=e _Diseharge
Description of characteristics of discharge from point source
(both closed and open channel), when point of discharge falls
within resource area checked under Part 1, Item I1 above, as
supported by standard engineering calculations, data and plans,
including but not limited to the following:
Delineation of the drainage area contributing to the point of discharge;
2. Pre- and Post - development peak run -off from the drainage area, at the point of discharge, for at
least the 10 -year and 100 -year frequency storm;
3. Pre- and post - development rate of infiltration contributing to the resource area checked under
Part I, item 11 above;
4. Estimated water quality characteristics or pre - and post - development run -off at the point of
discharge.
Part IV: Mitigating Measures
1. Clearly, completely and accurately describe, with reference to supporting plans and calculations where necessary:
(a) All measures and designs proposed to meet the performance standards set forth under each resource area
specified in Part H or Part III of the regulations; or
(b) why the presumptions set forth under each resource area specified in Part II or Part III of the regulations do
not apply.
The proposed septic disposal system is located 85 feet from the isolated wetland. The proposed access driveway
and water line have been located to both maximize the setback distance from the isolated wetland, while maintaining
a vegetated buffer to screen the driveway from the adjacent residential property to the north. Silt fencing and hay
bales will be installed northeast and northwest of the isolated wetland to protect the wetland from any potential
erosion associated with construction activity.
4 ! 1 /` 4 310 CMR - 41 413
310 CMR: DEP `TMENT OF ENVIRONMENTAL PI ECTION
,`.
1 0.99: continued
❑
❑
Coastal
Inland
Resource Area Type:
Identifying number or letter of
support documents
❑
❑
Coastal
Inland
Resource Area Type:
Identifying number or letter of
support documents
4?1/94 310 CMR - 414 414
310 CMR: DE K-.�TMENT OF ENVIRONMENTAL PF1.0 'ECTION
10.99: continued
❑
❑
Coastal
Inland
Resource Area Type:
Identifying number or letter of
support documents
V' Lvc� t�Or, C ' F `:)e ( � - c k5cc .c: I S)Isft'��1
SS fet' -r,Of`^ =SL1 iN ETL
2. Clearly, completely and accurately describe, with reference to supporting plans and calculations where necessary:
(a) all measures and designs to regulate work within the Buffer Zone so as to ensure that said work does not alter
an area specified in Part I, Section 10.02(1)(a) of these regulations; or
(b) if work in the Buffer Zone will alter such an area, all measures and designs proposed to meet the performance
ctnn ii�riic e-et�l�liehe-c fnr the- ariinrrnt rrcmirre.. area cnec ified in Part 11 or Part III of these regulations.
❑ Coastal Resource Area Type Bordered
EY Inland B 100 -Feet Discretionary Zone:
Identifying number or letter of
support documents
'
�v fi (Z- zo N !; tc 1 SU `C2 te� l^ of I a
V' Lvc� t�Or, C ' F `:)e ( � - c k5cc .c: I S)Isft'��1
SS fet' -r,Of`^ =SL1 iN ETL
L oCAT / v iv A CitSpS` L A1V tWAb
IS() feed wetl a.r.sQ
- h4� bo- je5
1
(7+' So ja4e -ve tl
4, 310 CM R - 415 415
310 CMR: DB%..cRTMENT OF ENVIRONMENTAL PM6TECTION
1 0.99: continued
Part V: Additional Information for a Department of the Army Permit
COE Application No.
(to be provided by COE)
(Name of Waterway)
3. Names and addresses of property owners adjoining your property:
4. Document other project alternatives (i.e., other locations and/or construction methods, particularly those that would
eliminate the discharge of dredged or fill material into waters or wetlands).
5. 8%2" x 11" drawings in planview and cross- section, showing the resource area and the proposed activity withiri the
resource area. Drawings must be to scale and should clear enough for photocopying:
Certification is required from the Division of Water Pollution Control before the Federal Permit can be issued, Certification may
be obtained by contacting the Division of Water Pollution Control, 1 Winter Street, Boston, Massachusetts, 02108. .
Where the activity will take place within the area under the Massachusetts approved Coastal Zone Management Program, the
applicant certifies that his proposed activity complies with and will be conducted in a manner that is consistent with the approved
- ogram.
Information provided will be used in evaluating the application for a permit and is made a matter of public record through issuance
of a public notice. Disclosure of this information is voluntary; however, if nece lary information is not provided, the application
cannot be processed nor can a permit be issued. //
I hereby certify under the pains and penalties of perjury that the foregoin;
and supporting data are true and complete, to the best of my knowledge.
Signs of Applicant
of Intent and accompanying plans, documents
Date
Y,� _�& 66 A A �
Signature of Applicant's Representative Date
Form "Exception to ENG Form 4345 approved by HOUSACE, 6 May 1982"
NED 100 (Test)
1 MAY 82 "This document contains a joint Department of the Army and state of Massachusetts application
for a permit to obtain permission to perform activities in the United States waters. The Office
of Management and Budget (OMB) has approved those questions required by the US Army
Corps of Engineers. OMB Number 072 -0036 and expiration date of 30 September 1983 applies ".
This statement will be set in 6 point type.
4/]/94 ')10 CMR - 410 416
i-
.../
Sewage Disposal
System
for
James Reinle
Coles Meadow Road
Northampton, MA
Assessor's Map 8
Parcel 3
Mote: Board of Health approval of this
plan required before a licensed contractor
can be retained to install system. Contractor
not to start work until approved Disposal
Works Permit has been obtained.
c e P� DE �j��
No. 91554
�'NOFIA
C °
David E. Keates, P.E.
Consulting Civil Engineer
102 Russell Street
Sunderland, MA 01375
Tel: 413 - 665 -7670
Page 1 of f5
Sewage Disposal System
: James Reinle
Coles Meadow Road
Northampton, MA EASTHAMPTON QUADRANGL
-OF MASSACHUSETTS Sheet '�' of IS MASSACHUSETTS
7.5 MINUTE SERIES (TOPOGRAPH'
OF PUBLIC WORKS I. 72c
068 / Nw 40 693 290000 FEET 6 94 — CREENF,E_C.
IAMSBURG)
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ENVIRO PLANNING ASSOCrATES PO BOX 351
SOUTH DEERFIELD 413/ 665 -7903
TITLE 5: DRAFT PRINTED SEPTEMBER 20, 1993 APPENDIX 4 PAGE 1
DATE: 9117198
LOCATION: Coles Meadow Road, West Side NAME: Walter Michalowski
JOB NO.:
COMMONWEALTH OF MASSACHUSETTS,
NORTHAMPTON MASSACHUSETTS
f SITE SUITABILITY ASSESSMENT FOR ON -SITE SEWAGE DISPOSAL
7 1J� ` PERFORMED BY: PETER L4 BARBERA CERTIFICATION NUMBER: JUNE, '97
1 WITNESS BY: Peter McErlain
SITE ADDRESS: Coles Meadow Road OWNER'S ADDRESS.' 30 Henry Street
Northampton, MA
MAP: 8 PARCEL: 3
NEW CONSTRUCTION: X REPAIR
GARABAGE GRINDER X NO YES
NO. OF BEDROOMS:
OTHER:
OFFICE REVIEW:
PUBLISHED SOIL SURVEY: MAP NO.: jp
YEAR PUBLISHED: 1981 PUBLICATION SCALE: 1: 15 840
DRAINAGE CLASS: SOIL LIMITATIONS:
CO. BOOK Hampshire Central Part SOIL MAP UNIT:
SURFICIAL GEOLOGICAL REPORT:
YEAR PUBLISHED: PUBLICATION SCALE:
GEOLOGICAL MATERIAL: LANDFORM:
USGS MAP: Easthampton Quadrangle SCALE: 1: 25 000 DATE: Photorevised 1979
FLOOD INSURANCE RATE MAP PANEL NO. Community Panel 250167 0002A
DATE: 4/3178
ABOVE 500 YEAR FLOOD PLAIN NO X YES
WITHIN 500 YEAR FLOOD PLAIN X NO YES
WITHIN 100 YEAR FLOOD X NO YES
WETLAND AREA:
NATIONAL WETLAND INVENTORY MAP: SCALE: 1: 80 000
WETLANDS CONSERVANCY PROGRAM:
CURRENT WATER RESOURCE CONDITIONS MONTH
RANGE ABOVE NORMAL NORMAL BELOW NORMAL
OTHER REFERENCES REVIEWED: Sewage Disposal System
James Reinle
SOILS EVALUATION FORM Coles Meadow Road
1 Northampton, MA
Sheet 3 of !S
ENVIRONMENTAL PLANNING ASSOC17 (TES PO BOX 351
SOUTH DEERFIELD 01375 413/ 665 -7903
TITLE 5: DRAFT PRINT SEPTEMBER 20, 1993 APPENDIX 4 PAGE 2
DATE: 9/17198
LOCATION: Coles Meadow Road, West Side NAME: Walter Michalowski
JOB NO.:
ON -SITE REVIEW
DEEP HOLE NO.A DATE: 8/20/98 TIME: 10:30 A.M. WEATHER: Clear
LOCATION: LOT 3 (SEE SITE PLAN)
LAND USE: Forested SLOPE: 2% SURFACE STONES: None
VEGETATION: Mixed conifer & hardwood forest
LANDFORM: Outwash Plain
POSITION ON LANDFORM:
DISTANCE FROM:
OPEN WATER BODY: >500' DRAINAGEWAY: >100'
POSSIBLE WET AREA: >100' PROPERTY LINE: 33'
DRINKING WATER WELL: None OTHER:
DEEP OBSERVATION HOLE LOG
Depth from
Soil Horizon
Soil Te)dure
Soil Color
Soil Mottling
Other
Surface (inches)
(USDA)
(Munsell)
(Structure, stones, Boulders, Consistency, %
Gravel
0-4"
0
4 -12"
A
Sandy
10YR/2/2
None
Loose, fine sand
Loam
12 -48"
B
Sandy
7.5YR/3/3
None
Loose structureless sand
Loam
48 -60"
C,
Coarse
2.5YR/4/2
None
40% Cobbles
sand
20% Stones to 2 1/2"
40% Coarse sand
60 -107"
C2
Coarse
2.5YR/4/2
None
40% Cobbles
sand
20% Stones to 2 1/2"
40% Coarse sand
PARENT MATERIAL: Proglacial outwash DEPTH TO BEDROCK: >107"
DEPTH TO GROUNDWATER: STANDING WATER: None WEEPING FROM FACE: None
ESTIMATED SEASONAL HIGH GROUNDWATER: >107
Sewage Disposal System
James Reinle
Coles Meadow Road
Northampton, MA
SOILS EVALUATION FORM Sheet / of �5
2
i�
-.../
ENVIRONMENTAL PLANN ASSOCIATES PO BOX 351
SOUTH DEERFIELD 01375 413/ 665 -7903
TITLE 5: DRAFT PRINT SEPTEMBER 20, 1993 APPENDIX 4 PAGE 2
DATE: 9/17/98
LOCATION: Coles Meadow Road, West Side NAME: Walter Michalowski
JOB NO.:
ON -SITE REVIEW
DEEP HOLE NO.:2 DATE: 8/20/98
LOCATION: LOT 3 (SEE SITE PLAN)
LAND USE: Forested SLOPE:
VEGETATION:
LANDFORM: Outwash Plain
POSITION ON LANDFORM:
DISTANCE FROM:
OPEN WATER BODY: >100'
POSSIBLE WET AREA: >100'
DRINKING WATER WELL: None
TIME:10:00 A.M. WEATHER: Clear
SURFACE STONES:
DRAINAGEWAY: >100'
PROPERTY LINE: 60'
OTHER:
DEEP OBSERVATION HOLE LOG
Depth from
Soil Horizon
Soil Texture
Soil Color
Soil
Other
Surface (inches)
(USDA)
(Munsell)
Mottling
(Structure, stones, Boulders, Consistency, %
Grave
04"
0
10YR/4/4
None
4 -13"
A
Sandy
10YR/4/4
None
Friable, little structure
Loam
13 -30"
B
Sandy
10YR/5/3
None
Friable, little structure, no stones
Loam
or gravel
30 -44"
C,
Fine
10YR/4/6
None
Friable, many fine roots to 44"
Loamy
Sand
44 -84"
C
Fine
10YR5/2
None
Compact in place, very friable, no
Loamy
stones or gravel
Sand
PARENT MATERIAL: Proglacial outwash DEPTH TO BEDROCK: >"I?
DEPTH TO GROUNDWATER:STANDING WATER: None WEEPING FROM FACE: None
ESTIMATED SEASONAL HIGH GROUNDWATER: >84"
LSRDS697
Sewage Disposal System
James Reinle
Coles Meadow Road
Northampton, MA
Sheet ,5 of /s
SOILS EVALUATION FORM
3
ENVIRONMENTAL PLANNING ASSOCIATES PO BOX 351
RUTH DEERFIELD 01375 1 -7903
TITLE 5: DRAFT PRINTED SEPTEMBER 20, 1993 APPENDIX 4 PAGE 3
DATE: 9/17198
LOCATION: Coles Meadow Road, West Side NAME: Walter Michalowski
JOB NO.:
TABLE DETERMINATION FOR SEASONAL HIGH WATER
METHOD USED:
DEPTH OBSERVED STANDING IN OBSERVATION HOLE None to 107" INCHES
DEPTH WEEPING FROM SIDE OF OBSERVATION HOLE None INCHES
DEPTH TO SOIL MOTTLES 84" & None INCHES
GROUND WATER ADJUSTMENT FEET
INDEX WELL NO. READING DATE INDEX WELL LEVEL
ADJUSTMENT FACTOR ADJUSTED GROUND WATER LEVEL
PERCOLATION TEST
DATE:
OBSERVATION HOLE #:
See Board of Health Record
for Tests performed by
T. Maginnis on May 18, 1994
(attached hereto)
Rate < 2m pi
See Board of Health Record
for Tests performed by
T. Maginnis on May 18, 1994
(attached hereto)
Rate < 2m pi
DEPTH OF PERC:
START PRE -SOAK
END PRE -SOAK
TIME 12'
TIME 9
TIME 6
TIME 9 %6
RATE Min /inch
DESIGN RATE:
SITE SUITABILITY ASSESSMENT:
ADDITIONAL TESTING NEEDED:
PERFORMED BY: PETER LA BARBERA
WITNESS BY: Peter McErlain
Q SITE PASSED ❑ SITE FAILED
CERTIFICATION NO. JUNE, '97
I CERTIFY ON JUNE 19971 HAVE PASSED THE EXAMINATION APPROVED BY THE DEPARTMENT OF
ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED BY ME
CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE DESCRIBED IN 310
CMR 15.018(2).
LSRDS697 Sewage DiS aI S
pos ystem
SOILS EVALUATION FORM James Reinle
4 Coles Meadow Road
Northampton, MA
Sheet 6 of 1.5
01
JA
2L42P —M�
AREA LOT V 3)
Nor Reg San: T Maginnis
Lic. no:_S_982
7
2 4
7
CLEAN
SANI-
Mt 1 3:
G" 20"
AVEL 20" 72
Ox i des -
-r-r.r' rate*
ID !.;',
GRAVEL,
1:50
:nED SAND
CLAY
84"
1:53
PM
PM
7
2 4
7
CLEAN
SANI-
Mt 1 3:
G" 20"
AVEL 20" 72
Ox i des -
-r-r.r' rate*
Sewage Disposal System
James Reinle
Coles Meadow Road
Northampton, MA
Sheet 7 of PS
ID !.;',
,2"
1:50
Pm
1-.51
PM
1:53
PM
PM
4. :55
PIM
7"
1
PM
Sewage Disposal System
James Reinle
Coles Meadow Road
Northampton, MA
Sheet 7 of PS
4
fr ✓ � ♦ 'r � ��a1 _ I.•C�' 'i �;,� n om. �••.
74
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J� + .� 1 �
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1 l •� J yL • � �r fi �� l ` L' �
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03 -27 -1997 14:43
1/ 7841100 MASS. DEP/WESTERN REGIONAL
,
f ..
f
P.01
Lf s t of innovative / Alternative Sy February 1 2, 1996
Cu�lteecc, Inc., 878 Federal' Road, Brookfield, CT 06804
Tel. (20?) 775 - 4416 '
Descriptions alternative leach field without .atone
The Cultec is an open bottom leaching:cham�ii molded from high
density polyethylene. It is-intended to be used without stone
instead of a conventional leaching field.
Status: The Cultec has been Certified for General Use. When
used in a trench configuration, each chamber provides the
following effective leaching area,._,
. 4 ,,, ; ;
Contactor 75 23.0 squa" feellil' r. ► * r
Contactor 100 28.7-square feat:
Contactor 125 31.8 square feet
Recharger 180 39.1 square feet:.
Recharger 330 6o.o square f
Approval Process s
1. Where a conventional Title " system, can be installed on the
property: Disposal System Construction Permit from the local
approving authority. No application to'.DEP required, unless
variances to Title 5 are. needed in' which- case apply to the
regional office of DEP using• 'application form BRP WP 59b.
2. In areas siuhject to th.a Nitrogen.limitatione of Title 5:
Loading on the lot cannot jxceed 440 gal:lone per day per acre. If
used with a nitrogen reduein4.techa6logy, the nitrogen credit and
the approval process for trat- t-echh'616gy apply. Disposal System
Construction Permit from thei authority.
3. Remedial situations: Disposal system Construction Permit from
the local approving authority.,If. within the authority of Local
Upgrade Approval, no application :to;DEP is required. If DEP
variances are needed, apply to'the office of DEP using
application fora. BRP WP 59b.
;r:j .
Sewage Disposal System
f.:..
James Reinle
.t:. �..
Coles Meadow Road
Northampton, MA
Sheet 9 of S
.
1.; L. 4
Pages 11
1/ 7841100 MASS. DEP/WESTERN REGIONAL
,
f ..
f
P.01
Lf s t of innovative / Alternative Sy February 1 2, 1996
Cu�lteecc, Inc., 878 Federal' Road, Brookfield, CT 06804
Tel. (20?) 775 - 4416 '
Descriptions alternative leach field without .atone
The Cultec is an open bottom leaching:cham�ii molded from high
density polyethylene. It is-intended to be used without stone
instead of a conventional leaching field.
Status: The Cultec has been Certified for General Use. When
used in a trench configuration, each chamber provides the
following effective leaching area,._,
. 4 ,,, ; ;
Contactor 75 23.0 squa" feellil' r. ► * r
Contactor 100 28.7-square feat:
Contactor 125 31.8 square feet
Recharger 180 39.1 square feet:.
Recharger 330 6o.o square f
Approval Process s
1. Where a conventional Title " system, can be installed on the
property: Disposal System Construction Permit from the local
approving authority. No application to'.DEP required, unless
variances to Title 5 are. needed in' which- case apply to the
regional office of DEP using• 'application form BRP WP 59b.
2. In areas siuhject to th.a Nitrogen.limitatione of Title 5:
Loading on the lot cannot jxceed 440 gal:lone per day per acre. If
used with a nitrogen reduein4.techa6logy, the nitrogen credit and
the approval process for trat- t-echh'616gy apply. Disposal System
Construction Permit from thei authority.
3. Remedial situations: Disposal system Construction Permit from
the local approving authority.,If. within the authority of Local
Upgrade Approval, no application :to;DEP is required. If DEP
variances are needed, apply to'the office of DEP using
application fora. BRP WP 59b.
S"s.- -./
Leaching System Design Using Cultex Recharger Model No. 330
Unit to be capable of withstanding H10 loading ✓ H2O loading
Structure 3/NGLE FAA11Ly 140ugi
Design Flow / 0 gal /day/bedroom '
E yr
P
Number of bedrooms 3 ,
Nn 31564
Design flow 33 y gallons per day 4'hOF%1
Garbage grinder to be used _y es ✓ no �C"Jj7- a %i %tj 19
If yes, increase flow by 50%
PROJECT
Revised design flow (1.5)= gallons per day
Increase flow by 50 % per local B.O.H. regulations
Revised design flow 3 3 0 X /• 5 = '795 gallons per day
Percolation rate from percolation tests = < 2. minutes per inch
Design rate chosen = S minutes per inch c4-.4rs S S
Area required = 5 gal/day = 6/ / sq.ft.
7 gal/day/ssgq.ft.
No. of units required = L to / sq.ft. = /ZI S units, say
L -) sq.ft. /unit
Total trench length U nits (L ft. /unit) _ '7 feet
Use 1: trenches 3 2• S feet long = 7 5 feet
Units per trench = ��• 5 ft.= L units
4 , z $ ft. /unit
Revised trench length =
units X feet/unit =
feet
Sewage Disposal System
James Reinle
Coles Meadow Road
Northampton, MA
Sheet 10 of
David E. Keates, P.E.
Consulting Civil Engineer
102 Russell Street
Sunderland, MA 01375
Tel: 413 - 665 -7670
TYPICAL, SEPTIC TANK
Length
Na n O
31W4 i
IL
v -•
• �, 1 tiN \ 3 I - i
I i
PLAN
Provide 3" air space Finish grade elev.
above tees — r–�
I
Liquid depth Depth of outlet
in septic tank tee below now
line
4'
5'
6'
7'
8'
01`1.6 1
0
1 4 "
19
24 "
2 9 "
34"
Inlet
Inv. elev. Q 7,
6„ nun.J Undisturbed sub grade
CROSS SECTION g
NOTES:
1. Septic tanks should be inspected at least annually and when the total depth of scum and solids
exceed 1/3 the depth of the tank, the tank should be pumped.
2. Backfill around the tank shall be placed in even layers on all sides of the tank and in such a
manner as to prevent damage to the tank.
3. Tanks shall be installed on a 6 in. min. layer of crushed stone leveled to grade and thoroughly
compacted to the satisfaction of the Engineer.
4. Contractor shall provide a written certification that tank conforms to State and Town Board of
Health specifications and regulations. /
5. Tank and cover shall be capable of withstanding H2O loading. yes ✓ no
If no, tank shall be capable of withstanding H10 loading.
6. Inlet and outlet tees shall extend to cleanout openings and shall be constructed of cast iron,
schedule 40 PVC pipe or cast in place concrete.
7. Rectangular tanks shall have a min. inside length to width ratio of no less than 1.5 to 1.0.
8. At least 3 - 20" dia. manholes with readily removable impermeable covers of durable material
shall be provided.
9. Access ports shall be placed at the center and over each inlet and outlet tee.
10. Center access port shall be accessible within 6 in. of final grade.
PROJECT Sewage Disposal System
James Reinle
Coles Meadow Road
Northampton, MA
Sheet of 15 David E. Keates, P.E.
Consulting Civil Engine:
102 Russell Street
Sunderland, MA 01575
Tel: 415-665-7670
�...
-..
9„ min
Outlet
6 11min.
311
—
T F low
�—
inv. elev.
1 ft. min. above
a
s
max. observed
V
Biotube
v
water table
s
Effluent
3
0 °
Filter
�
w
0
1 4 "
19
24 "
2 9 "
34"
Inlet
Inv. elev. Q 7,
6„ nun.J Undisturbed sub grade
CROSS SECTION g
NOTES:
1. Septic tanks should be inspected at least annually and when the total depth of scum and solids
exceed 1/3 the depth of the tank, the tank should be pumped.
2. Backfill around the tank shall be placed in even layers on all sides of the tank and in such a
manner as to prevent damage to the tank.
3. Tanks shall be installed on a 6 in. min. layer of crushed stone leveled to grade and thoroughly
compacted to the satisfaction of the Engineer.
4. Contractor shall provide a written certification that tank conforms to State and Town Board of
Health specifications and regulations. /
5. Tank and cover shall be capable of withstanding H2O loading. yes ✓ no
If no, tank shall be capable of withstanding H10 loading.
6. Inlet and outlet tees shall extend to cleanout openings and shall be constructed of cast iron,
schedule 40 PVC pipe or cast in place concrete.
7. Rectangular tanks shall have a min. inside length to width ratio of no less than 1.5 to 1.0.
8. At least 3 - 20" dia. manholes with readily removable impermeable covers of durable material
shall be provided.
9. Access ports shall be placed at the center and over each inlet and outlet tee.
10. Center access port shall be accessible within 6 in. of final grade.
PROJECT Sewage Disposal System
James Reinle
Coles Meadow Road
Northampton, MA
Sheet of 15 David E. Keates, P.E.
Consulting Civil Engine:
102 Russell Street
Sunderland, MA 01575
Tel: 415-665-7670
off. P.....sa...., tr..
Y ohi ve put Your money (or
Your reputation( into a
quality sepoc system
Protect your imtestment with
OSfs advanced filtration
technology.
The OSI Bictube" Effluent Filter
dramatically improves the
Quality of effluent discharged
tram a septic tank by prewmtng
large solids from leswng the
tanL
4
How h Works
Effluent from the relatively clear
zone of the septic tank. between
the scum and the sludge layers.
enters the Brotube' Effluent Filter
through its "at holes.
Effluent dun enters the space
between our housing and
Biotubes. utilizing the entire
screen surface for filtering.
Particles larger dun IN are
declined in the mommas space.
where continued deeompI- F
of organic material occurs.
INSTALL AT SEPTIC
TANK OUTLET
ON SCH 40 PIPE.
MAINTENANCE:
Once the effluent has been finered —
dvough the Botubes. it bows
through the modulating orifices at
the outlet of the finer.
M inflow becomes temporarily
eacesswe the fluid level in the
tank will rise as the modulating
orifices slow the flow dumrgh the
tank. allowing maximum sedhng of
solids.
EACH TIME THE SEPTIC TANK IS PUMPED.
LIFT OUT THE FILTER CARTRIDGE AND
HOSE OFF THE SCREEN.
THE FILTER WILL CLOG IF TT IS NOT
REGULARLY MAINTAINED.
1' DIAMETER INLET HOLES
BiotubeTM
Effluent
Filter
A leader in on -site wastewater systems.
Phone & Fax(802)869 -3319
P.O. Box 80
Saxtons River, VT 05154
PROJECT Sewage Disposal System Sheet 12- of
David E. Keates, P.E.
James Reinle Consulting Civil Engineer
Coles Meadow Road 102 Russell Street
Northampton, MA Sunderland, MA 01375
Tel: 413 - 665 -7670
-.ed
M1
Sizes and Applications /v
4' Diameter
Best for Rost residential
WASTEWATER TECIINOLOCIFS, I.G
First - Line Def ense for Your Septic System
6' and 8' Diameter
Weal lw larger residential
appkations, such as large hertus or
dupleass. or lot small commercial
flow's.
11 II
12' and 15' Diameter
I;I
For larger commercial flows
t
Muki* Hun may be used to
• _:
accommodate larger flows
Excellent for
• Gravity Septic Tank
Filters
• Effluent Pumping
• a-
Systems
•.
• Oozing Siphon Systems
• Grease Trap Filters
.
• Industrial Process
i
Rtering .
• Groundwater
Remedutton
OA Biewba 101wel Fillers are
• Variabk•grede sewers
vailable is seeeral diseeres.
seitable I" a merieq of
Custom designs awilable to
apoicallML
"Us y specialized needs.
r aw 1• eiedeh slaws
WASTEWATER TECIINOLOCIFS, I.G
First - Line Def ense for Your Septic System
TYgici l Distribution
_ d
oD ti4
A�
ZY
bLOPc T
TRH N6M Z 1
L 7!, "i 7!, "J
SECTION
S -ttiRED \
Q � �0 E.
o
No. 31564
v�
SOFIA ! ,
. q`b
v
1 f,
5" DtA. MLETS
%�' 15 ..
8�
Notes:
I. The minimum wall thickness for reinforced concrete shall be two inches.
2. The invert elevations of all outlets shall be equal to each other and located
at least two inches below the invert elevation of the inlet.
3. Cover of distribution box to be watertight.
4. There shall be a minimum sump of six inches as measured below the outlet
invert elevation.
5. The minimum inside dimension of the distribution box, regardless of material,
shall be 12 inches.
G. When the soil absorption system is to be dosed or when the slope of the inlet
pipe exceeds 0.08 feet per foot, an inlet tee, baffle or splash plate extending to
one inch above the outlet invert elevation shall be provided to dissipate the
velocity of the influent.
7. Distribution box shall be installed on a level stable base that will not settle.
- 8. Distribution box to be placed on a 6 inch layer of compacted 3/4 " -1 1/2" stone.
e. Distribution box outlets to be laid level for a distance of 2 feet, then sloped
to leaching system.
10. Distribution box shall be capable of withstanding H -20 loading. _y es �no
11. To insure proper distribution, all lines must discharge equally. Testing will
be done with water, prior to final inspection and/or at the final inspection in
presence of the engineer.
PROJECT Sewage Disposal System Sheet /3 of S David E. Keates, P.E.
James Reinle Consulting Civil Engineer
Coles Meadow Road 102 Russell Street
Northampton, MA Sunderland, MA 01375
Tel: 415- 665 -7670
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PROJECT Sewage Disposal System Sheet
James Reinle
Coles Meadow Road
Northampton, MA
O
ra
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David E. Keates,
P.E.
Consulting Civil
Engineer
102 Russell Street
Sunderland, A4A
01575
Tel: 415- 665 -7670