HomeMy WebLinkAboutCertificate of Compliance - 111 MARIAN DRIVE 10/21/1997 1
Form No.4
Town of North Andover, Massachusetts
BOARD OF HEALTH
October 21 19-97
CERTIFICATE OF COMPLIANCE
This is to certify that
the Individual Soil Absorption Sewage Disposal System constructed ( ) or repaired (X)
by Mike Reilly
INSTALLER
111 Marian Drive
at
SITE LOCATION
has been installed in accordance with Board of Health Regulations as described in the Design
Approval Site System Permit No.-957 dated gPnt-PmhL-r1 7 19 97
The issuance of this certificate shall not be construed as a guarantee that the system will
function satisfactorily.
BOARD OF HEALTH
APPLICATION FOR DISPOSAL WORDS CONSTRUCTION PERMIT
DATE: CURRE NT INSTALLER'S LICENSE#
LOCATION• ° 4 6
moray
LICENSED INSTALLER: "
SIGNATURE: TELEPHONE#
CHECK ONE: .
REPAIR: NEW CONSTRUCTION:
IF NEW CONSTRUCTION, PLEASE ATTACH FOUNDATION AS-BUILT,
Administrative Use Only
$75.00 Fee Attached? Yes
Foundation As-built? Yes No
Floor plans on file? Yes No
Approval Date:
Town of North Andover, Massachusetts Form No.3
BOARD OF HEALTH
riORTH / 19 /7
O o ti0
°c
DISPOSAL WORKS CONSTRUCTION PERMIT
,SSACHU5Et
. .
Applicant
NAME Jl f� ADDRESS TELEPHONE
Site Location �!L
Permission is hereby granted to Construct ( ) or Repair ( an Individual Soil Absorption
Sewage Disposal System as shown on the Design Approval S.S. No.
CHA AN, BOARD OF HEALTH
LFe �� D.W.C. No.
Town of North Andover, Massachusetts Form No.z
f NORTH BOARD OF HEALTH
O'�T�.n � +0
F N
A
DESIGN APPROVAL FOR
: SSACHUSES SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
Applicant— Test No.
Site Location
Reference Plans and S.pecs�2��/�
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
Fee
Site System Permit No. q6'?
SEPTIC PLAN SUBMITTALS
LOCATION:
NEW PLANS: YES $60.00/Plan�
REVISED PLANS: YES $2n
DATE: �0) 10l
I `
DESIGN ENGINEER
When the submission is all in place, route to the Health Secretary
tmwMERRIMACK ENGINEERING SERVICES, INC,
1 PROFESSIONAL ENGINEERS 0 LAND SURVEYORS 0 PLANNERS
66 PARK STREET ® ANDOVER, MASSACHUSETTS 01810 » TEL. (508)475-3555, 373-5721 FAX(508)475-1448
June 23, 1997
Town of North Andover
Board of Health
Town Hall
School Street
North Andover, MA 01845
RE: 111 Marion Drive
Dear Mr. Chairman and Members of the Board:
We have completed a repair system design for the above referenced site. Based on the design,
we are requesting a variance from Section 1.5.02 which requires a 100 foot setback to wetlands
where 55 feet is proposed. Additionally, we are requesting a 3 foot vertical separation from
water table and an impervious structurally sound retaining wall design other than reinforced
concrete. Both variances are allowed with local approval under the current Title 5
Regulations.
We greatly appreciate your consideration of the matters.
Very truly yours,
MER:RIMACK ENGINEERING SERVICES
William Dufresne
Project Manager
cd
PLAN REVIEW CHECKLIST
ADDRESS //� l�/ llY�� � De , ENGINEER OI-X
3 ENE RA L "
3 COPIES STAMP LOCUS °" NORTH ARROW 41 SCALE
_'ONTOURS PROFILE ( Sc) SECTION -' BENCHMARK „ -” SOIL &
'ERCS ELEVATIONS WETS , DISCLAIMERS` WELLS & WETS
gATERSHED? DRIVEWAY /--_l-"���WATER LINE �' "� FDN DRAIN -- M&P
3 C H 4 0 "" TESTS CURRENT? SOIL EVAL
SEPTIC TANK
II� III�,
IN 150OG —_ . 17 INVERT DROP GARB . GRINDER Ab ( 2 comps +200 )
10 ' TO FDN ! MANHOLE �"� ELEV GW # COMPS J GB
D-BOX
SIZE # LINES ~ FIRST 2 ' LEVEL STATEMENT �' f ~
INLET - OUTLET `f` �7 = ( 2" OR . 17 FT) TEE REQ ' D?
LEACHING
V7
,MIN 440 GPD? RESERVE AREA— 4 ' FROM PRIMARY?_��� 2t SLOPE `
100 ' TO WETLANDS "" 100 ' TO WELLS " 4 ' TO S . H . GW � ( 51 >2M/IN )
20 ' TO END & INTRCPTR DRAINS 400 ' TO SURFACE H2O S U P P
4 ' PERM . SOIL BELOW FACILITY MIN 12" COVER FILL? x ('15 ' )
BREAKOUT MET?
TRENCHES
MIN 440 gpd ( SLOPE (min . 005 or 6 11/1001 ) L "/ SIDEWALL DIST . 3X EFF ,
W OR D (MIN 6 ' RESERVE BETWEEN TRENCHES? "" IN FILL? MUST
BE 10 ' MIN ,�W_ /`(()4 " PEA STONE? Ge VENT? ( >3 ' COVER; LINES >50 ' )
BOT + SIDE `� _ X LDNG TOTi` '�'�`
( L x W x # ) (DxLx2x# ) (G/ft2 )
_oyy' ighL 1996 by 5.L. Starr '..
PITS
MIN 440 LEACHING MIN 1 (13 'x16 ' ) PIT MANHOLE/PIT
GW MIN 4 ' BELOW BOTTOM EXC 2x EFF W OR D 12"-48" STONE
BOT + SIDE x LOAD = TOTAL
(L x W x #) (2x(L+W)xD x #) (G/ft2)
CHAMBERS
MIN 440 LEACHING GW MIN 4"1 BELOW COVER >3 FT - VENT
MANHOLES 12"-48" STONE SPLASH PADS SLOPE .005
BED/TRENCH (Bed max. 60 ' X 60 ' ) MIN 13 ' X 16 ' PIT
BOT + SIDE: X LOAD TOTAL
(L x W x #) (2 x (L+W)xD x #) ,, (,G/ft2)
FIELDS
MIN 440 GPD 900 ft2 BED GW MIN 4 ' BELOW BOTTOM OF FIELD"
PIPE ENDS JOINED? 4" PEA STONE? DIST LINE SLOPE .0057
>31COVER-VENT SCH 40 , MIN 12" COVER
RATE ( X ) X = TOTAL
L W LDG '
DOSING TANKS AND Pumps: '
DIMENSIONS X X PUMP CAPACITY gpm
L W - D Vol.
DISCHARGE SIZE DISCHARGE RATE- ( DISCHARGE TIME
gPm _
MANHOLES TO GRADE ALARM SEP. , CIRC. ',- � GW `'' (Min. _1 ' below
i. . y
inlet) HWL ' LWL CHECK VALVE BLEEDER HOLE MANUAL
OP. SWITCH ENUF STORAGE?
Copyright 0 1996 by S.L. Starr
NORTH ANDOVER BOARD OF HEAL
DESIGN REVIEW REPORT
DATE
FEE : ` PERMIT # DATE RECEIV.
APPLICANT MAP____ _
ADDRESS LOT # STREET #_ �
ENG. /l�l r/'/l°//?'J ( '' ICJ, A)e---' STREET,/Y)1- 11'3et T)P 111
ENGINEER' S ADD. r �,, ;�2
PLAN DATE REV. DATE / 16117 ...
CONDITIONS OF APPROVAL
APPROVED DISAPPROVED
REASONS FOR DISAPPROVAL:
., 9/1
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