HomeMy WebLinkAboutCorrespondence - 268 REA STREET 10/26/2009 T01VN OF NORTH ANDOVER
01 `1
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
1600 OSGOOD STREET; BUILDING 20; SUITE 2-36
NORTH ANDOVER, MASSACFfUSETTS 01845
978.688.9540 -Phone
Susan V. Sawyer,l(E 1SAIS 978.688.8476—FAX
Public Health Director E-MAIL: healthde tt,townofnor_tl?andovet°.coma
W EBSITE: litti)://www.townofnoilhandovei-.coiii
SEPTIC PLAN SUIBNHTTAL FORM
Date of Submission: 10—- 6o -
Site Location: N 1H Ol f dalriltiKh
Engineer: Jif .IIh � i�-11i9Ot 1 IriYth
New Plans? Yes ' $225/Plan Check# A- (includes 1St submission and one re-
review only)
Revised Plans?Yes $75/Plan Check#
Site Evaluation Forms Included? Yes +, No
Local Upgrade Form Included? QA Yes No
Telephone#: ' '?f'� 1 Fax#:
E-mail: ✓ C° U,{. tla h1
Homeowner
Name: 1,1' 1. (, 192 V
OFFICE USE ONLY
is ' ' p (including check): J
When the submission �s complete �n
Date stamp plans and letter y«� "
Complete and attach Receipt
➢ Copy File;Forward to Consultant
Enter on Log Sheet and Database
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elleChlaie, Pamela
From: Isaac Rowe [irowe @millriverconsulting.com]
Seat: Monday, April 26, 2010 4:23 PM
To: 'Daniel ®ttenheimer'; Grant, Michele; irowe @millriverconsulting.com; 'Marianne Peters';
DelleChiaie, Pamela; 'Randy Burley'; Sawyer, Susan
Subject: 268 Rea Street
Attachments: 268 Rea Street-Construction Inspection 4-26-10.doc
Susan,
Please find attached the construction inspection for the above referenced property. The installer did add a cleanout on the
building sewer line in order to get the pipe to the proposed tank location. Looking at the proposed plan there should have
been a cleanout on the plan from the start. All in all the installation looked good.
I am sure they received approval from the Conservation Commission but I was not sure about the exact distance from the
wetland to the SAS. You may want to compare this when the as-built plan is submitted. The original design plan did not
show any wetlands.
Please let me know if you have any questions.
Thank you,
Isaac
Isaac M. Rowe,R.S.
Project Manager
Milli veil onsultin
6 Sargent Street
1
LETTER L E F TRANSMITTAL
Dill Dufresne
Merrimack Engineering Services, Inc.
-66 Park Street - 907 Ocean Blvd.
-Andover, MA 01810 - Hampton, NH 03842
-(978) 475-3555 Ext. 20 - Cell: (978) 502-6206 „
Fax: (978)475-1448
Email: brdufresne(a-,)comcast.net
Is :AVM::k R N'1'
TO: Board of Health DATE: 2-1- � '
RE: 268 Rea.Street
WE ARE SENDING YOU: ( )PRINTS (x )PLANS ( )SPECIFICATIONS ( )COPY OF LETTER
COPIES DATE NO. DESCRIPTION
3 Revised Upgrade Plan of Subsurface Sewage Disposal System
1-28-1.0
OF,NR°RP TF1 AiaNC OVER
THESE ARE TRANSMITTED as checked below
(x )FOR APPROVAL ( )FOR YOUR USE ( )AS REQUESTED
( )FOR REVIEW AND COMMENT ( )APPROVED AS SUBMITTED ( )RESUBMITTED
REMARKS
Flag 6A has been moved M.upgradient, loam stockpile area added and de-watering detail added to the plan per the Cons. Corn
SIGNED:
."
4
'��A HU
PUBLIC HEALTH DEPARTMENT
(ommunity Development Division
December 22, 2009
Lisa Malsky
268 Rea Street
North Andover, MA 01845
RE: Septic System Design, 268 Rea Street,North Andover, Map 38, Lot 127
Dear Ms. Malsky,
The North Andover Board of Health has completed the review of the septic system design plans,
for the above referenced property, submitted on your behalf by Merrimack Engineering Services,
dated October 22, 2009, last revised December 5, 2009. This plan has been approved. The
approval includes a variance granted by the North Andover Board of Health at a regularly
scheduled meeting held on December 18, 2009;
1) A variance from the North Andover Subsurface Disposal System regulations requiring a
Soil Absorption System to be 100 feet from a wetland,to be reduced to 60 feet.
The design has been approved for use in the construction of an onsite septic system for a 5-
bedroom house (maximum 11-room). In accordance with local subsurface disposal regulations
"Acceptable plans and any variances shall expire two years from the date approved unless
construction on the lot has begun". During this time, a licensed septic system installer must
obtain a permit and complete this work, and a Certificate of Compliance be endorsed by the
installer, designer and the Town of North Andover. In the event an imminent health problem
such as sewage backup into the dwelling is occurring, the North Andover Board of Health may
reduce the time period for which this plan is valid.
This approval is subject to the following conditions:
1. If site conditions are found in the field to be different from those indicated on the design plan
and/or soil evaluation, the originally issued Disposal System Construction Permit is void,
installation shall stop, and the applicant shall reapply for a new Disposal Systems
Construction Permit.
2. It is the responsibility of the applicant and/or the applicant's septic system designer, septic
system installer or other representative to ensure that all other state and municipal
requirements are met. These may include review by the Conservation Commission,Zoning
To: 268 Rea Street SAS a proval letter 12/22/200
Board, Planning Board, Building Inspector, Plumbing Inspector and/or Electrical Inspector.
The issuance of a Disposal System Construction Permit shall not construe or imply
compliance with any of the aforementioned requirement.
Your effort to provide a properly functioning septic system for your dwelling is greatly
appreciated. The Health Department may be reached at 978-688-9540 with any questions you
may have.
Sincerely,
FILE
Susan Y. Sawyer, REHS/RS
Public Health Director
Encl: list of licensed septic system installers
Cc:
Sawyer, Susan
From: brdufresne @comcast.net
Sent: Thursday, December 17, 2009 9:37 AM
To: DelleChiaie, Pamela
Cc: Sawyer, Susan
Subject: Re: 268 Rea Street
Pam & Susan
Thank you for the heads up on that. I did not know about the change in location.
have a conflict with the meeting tonight and am not sure I can attend. The owner, Lisa Malsky, will
be there.
The current system and sewer pipe are in the rear of the house. Relocation of the system to the front
of the house would be costly and difficult because it would result in crossing the driveway and/or
relocation of the water service and a create an overall greater area of disruption, grading and site
replication.
We revised the design in the rear of the house to maximize the offset from the s.a.s. to the wetland to
be 60 ft. which is greater than the Title 5 requirement of 50 ft. but less than the local requirement of
75 ft., as such, a variance is being requested.
Considering the site conditions, we feel this design is an improvement and represents a degree of
environmental protection inteneded by the code and fell enforcement of the local regulations would be
manifestly unjust.
We appreciate your serious consideration of this matter at the Hearing tonight.
Thank you,
Bill Dufresne
----- Original Message -----
From: "Pamela DelleChiaie" <pdellech @townofnorthandover.com>
To: brdufresne @comcast.net
Sent: Wednesday, December 16, 2009 3:03:34 PM GMT -05:00 US/Canada Eastern
Subject: RE: 268 Rea Street
Hi Bill,
I just wanted to make sure that you know that our meeting is being held at our office tomorrow night.....1600
Osgood Street. See you then,
wr w9a ,
P.ffe
, We can never see the path of our life if we are too busy focusing on the pebbles under our feet."—Anonm
yous
Health Departm en t Assistant
1
ii
g.
l)UIRES A VARIANCE
BOARD OF HEALTH
SQUIRING A S.A.S.
ROM A WETLAND
S PROPOSED. { : _
v=
N/F r -
DELIDOW & MURPHY }s
129.56'
1.P.
3 FN D .1i
o 74 Ems. q
'ROP. EROSION
ONTROL BARRIER rPROP:`tIM1T OF <
4 i I r
s EXCAWTION nrn n a ni rim n
_.._
155 ±)., P.RROO . LEACH( rir_�v
5 ALL AROUND m W/52 INFILTRATOR '
;PROP (SEE NOTE 3) CHAMBERS IN. A
(INSPECTION x "!}' x x x 4x13 CONFIGURATION ;
;PORT x
'PROP.
VENT + 96 GEO—MEMBRANE.4
PROP.
i —'— D—BOX
x
`MS
OF
1000 �G`A.
PUMP TANK
T
�cx� PROP. ` .
1500 GAL.
k5\� SEPTIC TANK.,r N
f, �— *BM.T.F.=ioo.o
LETTER OF TRANSMITTAL
Bill Dufresne
Merrimack Engineering Services, Inc.
-66 Park Street - 907 Ocean Blvd.
-Andover, MA 01810 - Hampton,NH 03842
-(978) 475-3555 Ext. 20 - Cell: (978) 502-6206
Fax: (978) 475-1448
Email: brdufresne @comcast.net
TO: North Andover DATE: 12-8-09
Board of Health RE: 268 Rea Street
WE ARE SENDING YOU: (x )PRINTS ( )PLANS ( ) SPECIFICATIONS ( )COPY OF LETTER
COPIES DATE NO. DESCRIPTION
3 Revised 12- Upgrade Plan of Subsurface Sewage Disposal System
5-09
THESE ARE TRANSMITTED as checked below
( x )FOR APPROVAL ( )FOR YOUR USE ( )AS REQUESTED
( )FOR REVIEW AND COMMENT ( )APPROV S SUBMITTED RESUBMITTED
fit 0
REMARKS W
2009
Susan,
The plan requires a variance from your local regulations to allow the s.a.s.to be 60ft, from a wetland where 75ft. is required.
Please consider this request at your next Board of Health meeting.
SIGNED:
.2
|
�
AtfiD
PUBLIC HEALTH DEPARTMENT
[V0mUDhv Development Division |
November 2],20O9
VludbnirNonuobeuok
y&eobnuuk Engineering Services
66 Park Street
Andover,MA8l8lO
Re:268 Rea Street(MaP 38.Lot 127)
Dear Mr.Nmnc600vk:
This letter ioonaddendum to the review letter sent to you ou November 6,200V.According to the North Andover
Conservation Administrator,there is an outstanding issue not addressed by the designer.As it is still within the 45
days of review I feel it is still appropriate to raise this question.Although the plan notes state that "no wetlands exist
within J00��o/of the pp0o"xadqm�m''' ue�eiuupuot�mcoudu�edbythe Conservation,�dmloim�atormn0�ohor
8`2O09 determined that there was concern that the neighboring property contained a wetland that could buuuissue.
The plan submitted for review shows no indication of the name of the wetlands specialist that determined the
p/ut|uud was not uconcern. Therefore biorequested;
l. Please confirm that delineation was conducted 6yu wetlands scientist.Ifneeded;
u. Confirm wetland line by meeting with Jennifer Hughes,Conservation Administrator(978 688- �
9530)or �
b. Please show the edge of the wetland resource area if found to be different than the proposed plan
(NA 8.O2r)'with the contact information listed for the person who ouufiomodits location.
Thank you for your anticipated 000puzutkm.7henamubobmoiooieiotbopzouu000tbeiuQruvimveduudt6oreoulta
will bu communicated to you as soon as possible,If a wetland line and information is necessary to be added to the
plan,please submit revision to the Health Department for review.
/ . ^,
P�l�He��D���
Cu: Jennifer Hughes,Conservation Administrator
Lisa Malaby,homeowner
1600 Osgood Street,North Andover,Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web nwwjowoW north ondovar.mm
LETTER OF TRANSMITTAL
Bill Dufresne
Merrimack Engineering Services, Inc.
466 Park Street - 907 Ocean Blvd. � ...."
-Andover, MA 01810 - Hampton,NH 03842
-(978) 475-3555 Ext. 20 - Cell: (978) 502-6206
Fax: (978) 475-1448 `
T()WN OF NORTH ary
Email: brdufresne@comcast.net aµiEALT:•i DEPARTMENT
TO: Pam DATE,:: 11-19-09
North Andover BOIL RE: 268 Rea Street
WE ARE SENDING YOU: ( )PRINTS ( x)PLANS ( )SPECIFICATIONS ( )COPY OF LETTER
COPIES DATE NO. DESCRIPTION
3 Revised 1 I- Septic System Upgrade Plan
17-09
THESE ARE TRANSMITTED as checked below
(x )FOR APPROVAL, ( )FOR YOUR USE ( )AS REQUESTED
( )FOR REVIEW AND COMMENT ( )APPROVED AS SUBMITTED ( )RESUBMITTED
REMARKS
Plans have been revised to address comments on review letter dated 11-6-09
SIGNED: .Q�
DelleChiaie Pamela
From: UeUeChimka, Pamela
Sent Thursday,
To; 'brd ~- /
|
S FVV Rea Street- Plan Disapproval
Attachments: SKMBT_60089111215030.pdf |
Attached is the plan disapproval letter. Please resubmit corrected plan as soon as possible if the homeowner wants to
install for this season. Thank you,
From: OOrepk/@townofDorthendover.co[D [OOa||bz:Donep|y@townofnorth8ndnver.cn0]
Sent: Thursday, November 12, 2009 3:04 PM
To: OeUeCh|a|e, Pamela
Subject: Septic' 268 Rea Stnset - P|8D Disapproval
|
1 �
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41
CH
Health Department
November 6,2009
Vladimir Nemchenok
Merrimack Engineering Services
66 Park Street
Andover,MA 01810
Re:268 Rea Street(Mai)38.Lot 127),North Andover
Dear Mr.Nemchenok:
The proposed wastewater system design plan for the above site dated October 22,2009 and received on October 27,
2009 has been reviewed. Unfortunately,the plan cannot be approved until the following items are corrected. The
specific section in Title 5: 310 CMR 15.000,or North Andover regulation that is not met by this design follows each
item.
1. Please indicate that the septic shall be watertight(3 10 CMR 15.221(1)).
2. Buoyancy calculations are not provided for the septic tank,which appears to be below the ESHWT(3 10
CMR 15.221(8)).
3. Please indicate that there shall be a riser above the distribution box to within 6"of finish grade(3 10 CMR
15.221(13)).
4. Please provide the performance curve for the proposed pump(3 10 CMR 15.220(4)(r)).
5. Excavation below the leaching facility must extend 6"into the natural soil(NA 9.02).
6. The plan proposes a Geo-Membrane around the leaching facility to meet the breakout requirements. Please
provide documentation that this Geo-Membrane is equivalent to a 40 mil.HDPE impervious barrier.
Although not an item for disapproval you may want to consider raising the bottom elevation of the proposed barrier
6"above the ESHWT in order to avoid ponding of the groundwater within the area of the leaching facility.
Please feel free to contact the office with any questions you may have. We look forward to working with you to
obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure
protection of public health and the environment of North Andover.
Sincerely,,/)
Susan Y. Sawyer,REHS�
Public Health Director
cc: Lisa Malsky
File
1600 Osgood Street HEALTH DEPAUMENT Page I of 1
Building 20; Suite 2-36 E-Mail: healthdept@townof northandover.coin
North Andover,MA 01846 Phone:978.688.9540 Fax:978.688.8476