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WE ARE SENDING YOU Attached E3 Under separate cover via the following items:
❑ Shop drawings ❑ Prints Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order
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THESE ARE TRANSMITTED as checked below:
For approval C1 Approved as submitted ❑ Resubmit copies for approval
For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections Cl Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS rr
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Oct,--29-9 08: 39A Paul D. Tur°bide, FEE/PLS 508-465-0313 P_02
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October 25, 1998
Sandra Starr
North Andover Board of Health Administrator
Office of Community Development and Services
30 School St.
North Andover, NIA 01 845
Title V review for Lot 2a Boxford Street(Map 1050 Lot 22)
Dear Sandra,
Enclosed find the"Checklist for North Andover Septic System Plans"for the above-
mentioned site. Generally I did not find any major problems after reviewing the plan
with the checklist but I do have some minor concerns.
SOUTUEnA RESERVE TRENCH PLI.ACEMENT
The southerly reserve trench should be moved to the northerly side of the leaching
trenches for two reasons:
1. ESHW is generally at 34"below the ground surface. The high point of the leaching
bed is at the northerly reserve trench with a ground surface elevation of about
133.5'. This would mean that ESHW for the high point of the northerly reserve
trench would be about 130.7',which is 0.7' above the design ESVM of 130.4'.
2. The elevation of the finished grade 15' off the leaching bed is designed as 135.5' at
which point the 3:I slope drops offto existing grade. As shown on the plan, this
135.5' point is 15' off the most northerly trench, but is only about &'off the most
northerly reserve trench.
Thus either the whole system has to be raised about 0.7' and the 3.1 slope must move 7'
more northerly, or the most northerly reserve trench must be moved to the southerly
side of the leaching bed.
f1KCONCE
One minor concern is whether the placement of the system will create ponding on the
southeast corner Cupper left")of the lot. If the grades are such that runoff from Lot 3A
if running between the 132 contours onto locus, then the placement of the system will
cause ponding. However, if the system is being built on a"saddle", and runoff is
flowing from the system area southeast off the lot onto Lot 3A, then there will be no
ORT ponding. There is not information on the plan of contour or spot elevations to know
which way runoff is flowing, but it should be checked.
ENGINEERINGIf you have any questions or comments please feel free to contact us.
Civil Engineers& Sincerely
Land Surveyors
One Harris Street
Newhuryport.MA Carlton A. Brown,PE/PLS
0MO
(974)465-8594
-- FORM U - LOT RELEASE FORM
INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from
Bards and nnpartments having jurisdiction have been obtained. This does not reli®ve.
the applicant and/or landowner from compliance with any applicable or requirements.
APPLICANT FILLS OUT THIS SECTION
APPLICANT �/ w,v ,���, ,[�,g, S a,✓ PH0NEy78-'�ZZ--2//Z S—
LOCATION: Assessors Map Number /OS ,�_ PARCEL
SUBDIVISION / LOT (S) c�f�
STREET �aX (-1occ r� � ✓eeY ST. NUMBER
******-*OFFICIAL USE ONLY
RECO ND TION OF TOWN AGENTS: '
CONSERVATIO INISTRATOR DATE APPROVED �-
DATE REJ TED
COMMENTS
TOWN PLANNER DATE APPROVED
DATE REJECTED
COMMENTS
FOOD INSPECTOR-HEALTH DATE APPROVED
DATE REJECTED
SEPTIC INSPECTOR-HEALTH DATE APPROVED aQ
DATE REJECTED
COMMENTS
PUBLIC WORKS -SEWER/WATER CONNECTIONS
DRIVEWAY PERMIT_ 5'�?D.
FIRE DEPARTMENT
RECEIVED BY BUILDING INSPECTOR DATE
Town of ort Andover @ „oRTH
OFFICE OF o° .��� ao°c
COMMUNITY DEVE LOPMENT AND SERVICES 0 A
27 Charles Street
W North Andover, Massachusetts 01845
WILLIAM J.SCOTT ssgc,HUSE��y
Director
(978)688-9531 Fax (978)688-9542
November 20, 1998
Kerry&Bryan Hanssen
C/o Joyce Bradshaw
624 Boxford Street
North Andover,MA 01845
Dear Mr. &Mrs.Hanssen:
This letter is to inform you that the most recent plan for the proposed septic system to be installed
at Lot 2A Boxford Street has been approved.
If you have any questions, please call the Health Department office at the number below.
Sincerely,
Sandra Starr,R.S.
Health Administrator
Cc: M.Rosati
File
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
Nov -19®98 01 : 24P Paul De Turbide, PE/PPS SOB-465-0313 Pe02
November 19, 1998
Sandra Starr
North Andover Board of Health Administrator
Office of Community Development and Services
30 School St.
North Andover, MAO 1845
Title V review of revision for Lot 2a Boxford Street(Map 1O5C Lot 22)
Dear Sandra,
I find that the concerns raised in my letter dated October 28, 1998 have been
satisfactorily addressed and therefore have no other problems with the system design.
If you have any questions or comments please feel free to contact us.
Sincerely
Carlton A. Brown,PE/PLS
PORT
ENGINEERING,
Civil Engineers&
Land Surveyors
One Barris Street
Newburyport,MA
01950
(978)465-8594
SEPTIC PLAN SUBMITTAL FORM
LOCATION: OX
NEW PLANS: YES $125.00/Plan 41" 6-,,9,6
REVISED PLANS: YES . $ 60.00/Plan
SITE EVALUATION FORMS INCLUDED: YES NO
DATE: i°z-.�6k
DESIGN ENGINEER:
DATE TO CONSULTANT: 16z a66 m
When the submission is all in place, route to the Health Secretary.
Town of North Andover, Massachusetts Form No.a '
a aORTh BOARD OF HEALTH
o �
a 0
DESIGN APPROVAL FOR
SS9CNp5"` SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
Applicant 7 Test No.
9L
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Site Location
Reference Plans and Specs.
ENGINEER DESIGN DATE
Permission is granted for an individual soil absorption sewage ;disposal system to be installed '
in accordance with regulations of Board of,Health
CHAIRMAN,BOARD OF HEALTH
61
Fee - Site System Permit No.