HomeMy WebLinkAboutCorrespondence - 344 RALEIGH TAVERN LANE 8/13/2010 TOWN OF NORTH ANDOVER
Office of COMMUNITY DEVELOPMENT AND SERVICES e�
HEALTH DEPARTMENT
1600 OSGOOD STRTLT• BUILDING 20; SUITE, 2-36
NORTH ANDOVEIZ,MASSACHUSETTS 0I845 �"SS�CNUg i`y
978.688.9540 Phone
Susan Y.Sawyer,REFiS/RS 978.688.8476--FAX
Public Health Director P-MALI.,:he(iith(ie})t ttownofilortfvidoyer.com
WF,B_ P,• http://ww�v.townofiioithandov_er gQtL)
SEPTIC PLAN SUBMITTAL FORM
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Date of Submission: 0–
TOWN OF NINTH NI)OVEFt
Site Location: �-t`�f l. I YTS 0, HF.AI.YFt 0 �' NT
Engineer; Id Iwo �
New Plans? Yes_Z$225/Plan Check# &M5a?_(includes 1St submission and one re-
review only)
Revised Plans?Yes $75/Plan Check#
Site Evaluation Forms Included? Yes v--' No
Local Upgrade Form Included? Yes No
Telephone# Fax#:
E-mail: �? V_fi,6!0 it'�G"r31�
Homeowner
Name:_ 1�0— I/JA L6!d
OFFICE USE ONLY
When the submi ion is complete(including check):
➢ ;l Date stamp plans and letter
➢ I/ Complete and attach Receipt
➢ Copy File;Forward to Consultant
➢ Enter Lo Sheet and Database
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Commonwealth of Massachusetts
City/Town of
Percolation Test
Form 12
Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage
Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but
the information must be substantially the some as that provided here. Before using this form,check with
the local Board of Health to determine the form they use.
Important: A. Site Information
When filling out
forms on the (�ti +GJ
computer,use Lila
a f
only the tab key Owner Name
to move your 1 1"
cursor-do not street dress o L tr dress the return i p i a .S
S ate t Zip Code
key. City/Town --� T .�rj'fJ •/^fir
n !_L.._{
Contact Person(if different from Owner) lliliphorfe Number
R B. Test Results
Date Time Date time
Observation Hole#
__ -4--
II
Depth of Perc
Start Pre-Soak
End Pre-Soak
Time at 12"
Time at 9" lii 137
Time at 6"
Time(9"-6")
�r
Rate(Min./Inch)
Test Passed: [ Test Passed: ❑
t' Test Failed: ❑ Test Failed: ❑
Tes Performe By: A496 1
Wifnes ed By:
Comments:
t6formV.doc-06/03 Pere Test•Page 1 of 1
Commonwealth of Massachusetts MEWED
City/Town of FAW 18 2010
Percolation Test T0WN OP NOM MDDVFA
Form 12 t R.',l� w
Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage
Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but
the information must be substantially the same as that provided here. Before using this form, check with
the local Board of Health to determine the form they use.
Important: A Site Information
When filling out A.
forms the kl M _J.A :�a
computer,use
only the tab key Owner Name
to move your ia4 eA Lz 16 ai�vE eA LA w�
cursor-do not Street dress or I_ t#
use the return 1� � 1�i kA.
key. 09W A(fit!0y a�n
"----h City own �- State Zip Code
vfl,- 11 26 Contact Person(if different from Owner) UiPhOrfe NUMDer
B. Test Results
Data Time Date Time
O
Observation Hole#
pia "
Depth of Pere `
Start Pre-Soak
End Pre-Soak
Time at 12"
Time at 8" 3 7
Time at 6"
Time ff'-6") `
Rate(Min./Inch) -
Test Passed: [� Test Passed: ❑
is
Test F1 ist Failed: ❑ Test FFailed:
Terms P!rforme By: � � r t W01 H A-66z---
Witnesded By:
Comments:
t6formI2.doc•0$/03 Perc Test•Page 1 of 1
LETTER OF TRANSMITTAL
Bill Dufresne
Merrimack Engineering Services,Inc,
-66 Park Street * 907 Ocean Blvd.
Andover, MA 01810 a Hampton,NH 03842 °el 4 Cl
-(978) 475-3555 Ext. 20 . Cell: (978) 502-6206
Fax: (978)475-1448
Email: brdufresne @comcast.net
TO: Susan sawyer DATE: 8-24-10
Board of Health RE: 344 Raleigh Tavern Lane
WE ARE SENDING YOU: ( )PRINTS (x )PLANS ( )SPECIFICATIONS ( )COPY OF LETTER
COPIES DATE NO. DESCRIPTION
3 Revised Upgrade Plan of Subsurface Sewage Disposal System
8-20-10
THESE ARE TRANSMITTED as checked below
(x )FOR APPROVAL ( )FOR YOUR USE ( )AS REQUESTED
( )FOR REVIEW AND COMMENT ( )APPROVED AS SUBMITTED ( )RESUBMITTED
REMARKS
Revised to address all 5 comments in your review letter
SIGNED
�BTTLF-D .
•
North Andover Health Department
Community Development Division
August 19,2010
Vladimir Nemchenok
Merrimack Engineering Services
66 Park Street
Andover,MA 01810
Re: 344 Raleiah Tavern Lane,Mau 107A,Lot 128
Dear Mr.Nemchenok:
The proposed wastewater system design plan for the above site dated August 12,2010 and received on August 13,
2010 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. The scaled profile should be no less than 1"=2' vertical(NA 3.2).
2. Please provide a statement identifying whether the property is within or not within the Lake Cochichwick
watershed(NA 3.2).
3. Please indicate the brand and model number of the DEP approved effluent filter proposed. Also indicate
the required annual maintenance(3 10 CMR 15.227(7)).
4. The graphic profile indicates that magnetic tape will be provided or a riser above the distribution box be
installed. Magnetic tape cannot be substituted for providing a riser above the distribution box if the cover is
greater than 9 inches below finish grade. Please specify a riser above the distribution box will be required if
the cover is greater than 9 inches below finish grade(3 10 CMR 15.232(3)).
5. An eighty finish grade contour is required to meet the 3:1 slope(3 10 CMR 15.255(2)).
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.
Sincere
wyer,REHS/RS
Public Health Director
cc: Mike Walsh
File
1600 Osgood Street Pa e 1 of 1
HEALTH DEPARTMENT g
Building 20;Suite 2-36 E-Mail:healthdept @townofnorthandover.com Fax:978.688.8476
North Andover,MA 01845 Phone:978.688.9540
North Andover Health Department
Community Develolament Division
August 26, 2010
Mike Walsh
344 Raleigh Tavern Lane
North Andover, MA 01845
RE: Septic System Design approval for 344 Raleigh Tavern Lane, map 107A lot 131
Dear Mr. Walsh,
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 August 12, 2010, last revised August 20, 2010 and received August 24, 2010. This plan
has been approved,
The design has been approved for use in the fully compliant construction of an onsite septic
system for a 4-bedroom house (maximum 9-roam). hi accordance with state subsurface disposal
regulations plans shall expire three 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.
The previously issued disposal works construction permit has been rendered void. The contractor
must apply and receive the current approved plan. There will be no charge for this since no
inspections had occurred. Please notify your contractor.
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
1600 Osgood Street,North Andover,Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnortliandover.coni
344 Raleigh Tavern Lane— Septic Plan Approval August 26, 2010
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.
Sincere
r
S San Y. Sawyer, REHS/RS
Public Health Director
Cc: Vladimir Nemchenck, Merrimack Engineering Services
1600 Osgood Street,North Andover,Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
elleC laie, Pamela
From: Sawyer, Susan
Seat: Monday, September 20, 2010 2:14 PM
To: 'Marianne Peters'; 'rburley @millriverconsulting.com'
Cc: DelleChiaie, Pamela
Subject: upcoming systems
FYI for Mill River,
Bottom of Beds were done at 344 Raleigh Tavern Lane and 545 Johnson Street; Friday and today. The sand is
going in as we speak.
The systems should be built this week.
Just thought you may want to know.
We will let you know when the engineers call us ready for inspections,
Susan
-----Original Message-----
From: Randy Burley [mailto:rburley @millriverconsulting.com]
Sent: Monday, September 20, 2010 1:17 PM
To: 'Daniel Ottenheimer'; Grant, Michele; 'Isaac Rowe'; 'Marianne Peters'; DelleChiaie, Pamela; Sawyer, Susan
Subject: Emailing: 215 Old Cart Way NA soils.pdf
Please find attached the soil testing witnesse this morning witb Bill Dufrense.
The testing is for a replacement system. The soil between the two deep holes was consistent; a loamy sand
which perc'ed at 2 min./in.
Feel free to contact me with any questions.
Randy Burley
215 Old Cart Way NA soils.pdf
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offices and officials are public records. For more information please refer to:
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i
elleChieie, Pamela
From: Dan Ottenheimer[info @millriverconsulting.com]
Sent: Tuesday, September 21, 2010 2:08 PM
To: Sawyer, Susan; DelleChiaie, Pamela; Grant, Michele
Cc: 'Marianne Peters'; 'Randy Burley'; 'Isaac Rowe"
Subject: construction inspection, 344 Raleigh Tavern Road
Folks,
We got a call from the installer Todd Bateson about this job. He said he knew that he was jumping slightly around protocol
because the designer had not yet been out to certify things but he wanted to give us a heads up that he was nearing
completion on the installation. I also knew, as did he, that we had Isaac in town today to witness a soil test and requested
if we could complete the construction inspection today.
So,just so you know, we are undertaking that effort now. I know this is not the usual flow of information but with the
schedule we have on tap this week, and with someone being in town already, I needed to make it happen today in order
to preserve sanity (whatever we have left) on our side. If there are problems with this please let me know and we'll work
something out,
Dan
I Riv e r
consulting
r r, E rrq'orri r,f-*r if r I' i° lfrt�,,
Daniel®ttenheimer,President
Mill River Consulting,Inc.
6 Sargent Street
Gloucester, MA 01930-2719
978-282-0014
fax: 978-282-1318
www.nrillriyerconsultin�
cl�tto(u)nilla�verconsrltrrg.com
Member: Yankee Onsite Wastewater Association, Massachusetts Environmental Health Association, Cape Ann Chamber
of Commerce, Gloucester Rotary Club, New England Water Environment Association, Cape Ann Referral Group
Please note the Massachusetts Secretary of State's office has determined that most ernails to and from municipal offices and officials are public records.For more
information please refer to:http//www.sec.state.ma.us/pre/preidx.htm.
Please consider the environment before printing this email.
1