HomeMy WebLinkAboutCorrespondence - 915 JOHNSON STREET 5/7/1998 Town ®f North An over � t�aRTH
OFFICE OF O tt i e o 9 a n�4 L
COMMUNITY DEVELOPMENT AND E VICES a
30 School Street
North Andover, Massachusetts 0 18 45
WILLIAM J. SC01T �SSacwus�t
Director
May 7, 1998
William Dufresne
66 Park Street
Andover, MA 01810
Re: 915 Johnson Street
Dear Mr. Dufresne:
This is to confirm that at meeting held on 4/30/98, the North Andover Board of
Health granted waivers to allow 15 feet to foundation and a polybarrier for the repair of
the septic system at 915 Johnson Street. With these variances, the plans have been
approved.
If you have any questions regarding this letter, please call the office.
Sincerely,
r�
Sandra Starr, R.S.
Health Administrator
cc: Robert Clay
Wm. Scott, Dir. PCD
File
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 6889530 HEALTH 688-9540 PLANNING 688-9535
Town of North Andover NORTH
OFFICE OF
COMMUNITY DEVELOPMENT AND SERVICES A
30 School Street
North Andover,Massachusetts 01845
WILLIAM J. SCOTT �SSAC HUS��
Director
April 21, 1998
Merrimack Engineering
66 Park Street
Andover, MA 0180L1
RE: 915 Johnson Street
Dear Mr. Dufresne:
This is to inform you that the proposed plans for the site referenced above have
been disapproved for the reasons below.
1. Wetlands disclaimer missing. (N.A. 8.02s)
2. Profile not to scale. (N.A. 8.02c)
3. Elevation of perc test missing. (N.A. 8.02n)
4. Leach field less than 900 square feet minimum. (N.A. 9.01)
5. Abutters' names missing. (N.A. 8.02j)
6. SAS less than 20 feet to foundation. (Variance requested.)
Please be aware that all revision submittals must be accompanied with a $25.00
fee.
If you have any questions, please do not hesitate to call the Board of Health office
at the number below.
Sincerely,
Sandra Starr, R.S.
Health Administrator
cc: Wm. Scott, Dir. CD&S
Robert Clay
File
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
DATE /� Sheet of
BOARD OF HEALTH
TOWN OF NORTH ANDOVER
SUBSURFACE DISPOSAL DESIGN REVIEW
FEE PERMIT # /C�/Z DATE RECEIVED 4-//c�rhg
APPLICANT ASSESSOR' S MAP /C67,1-)
PARCEL # / 7
ADDRESS (lo/�— �O A�0,50X) LOT # J
ENGINEER
STREET # In/� Jv/��U5eo
LU ��U�/2�5�YJ��O�'/E,t',P//�//�G� -
ADDRESS (p �/ �'.�' Jf PLAN DATE REVISION DATE
CONDITIONS OF APPROVAL:
APPROVED
DISAPPROVED
4),1)7-
L4- c900
Il-,X6 /v R 6 //L)6- , (/v /) , P, ")
` O
. 7�41/-91L-) TO l=OUti��J�riO�c
�IPLAN REVIEW CHECKLIST/
ADDRESS /If
ENGINEER ( C �_. c /�., .4A�_�,.,
GENERAL
3 COPIES " STAMP "� LOCUS NORTH ARROW �J SCALE
CONTOURS PROFILE �r4(Sc)} SECTION c BENCHMARK "'� SOIL &
PERCS ✓~ ELEVATIONS„ WETS . DISCLAIMER"/,',, WELLS & WETS �
WATERSHED?J 4 DRIVEWAY L--" r WATER LINE tom ".. FDN DRAIN -- M&P
SCH40 �~� TESTS CURRENT? � SOIL EVAL7U/ '. `it 'c
SEPTIC TANK
MIN 150OG Llf' . 17 INVERT DROP'S "" GARB. GRINDER ( 2 comps +200 )
10 ' TO FDN ----- MANHOLE L-'�' ELEV GW # COMPS . GB `
D®BOX
SIZE # LINES f�� FIRST 2 ' LEVEL STATEMENT �
INLET - OUTLET (2" OR . 17 FT) TEE REQ ' D?
LEACHING
MIN 440 GPD? RESERVE AREA-- 4 ' FROM PRIMARY? -_...- 2% SLOPE
100 ' TO WETLANDS '----- 100 ' TO WELLS L`'m 4 ' TO S .H.GW ( 5 ' >2M/IN)
20 ' TO FND & INTRCPTR DRAINS- 400 ' TO SURFACE H2O SUPP ' �
4 ' PERM. SOIL BELOW FACILITY u_ MIN 12" COVER I—' FILL? - ( 15 ' )
BREAKOUT MET?
TRENCHES
MIN 440 gpd SLOPE (min . 005 or 6"/100 ' ) SIDEWALL DIST . 3X EFF.
W OR D (MIN 6 ' ) RESERVE BETWEEN TRENCHES? IN FILL? MUST
BE 10 ' MIN. 4" PEA STONE? VENT? ( >3 ' COVER; LINES >50 ' )
BOT + SIDE - X LDNG = TOT
( L x W x #) (DxLx2x#) (G/ft2 )
Copyright 0 1996 by S.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" 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)
FIELDSY
MIN 440 GPD Lam' 900 ft2 BEDS_ GW MIN 4 BELOW BOTTOM OF FIELD
PIPE ENDS JOINED? ' ' 4" PEA STONE? DIST LINE SLOPE . 005?
>3 ' COVER-VENT '" S C H 40 ""° MIN 121" COVER '
RATE X /..f X = TOTAL jW)
L W LDG
DOSING TANKS AND PUMPS
DIMENSIONS X X = PUMP CAPACITY 9pm
L W D Vol .
DISCHARGE SIZE DISCHARGE RATE DISCHARGE TIME
9pm
MANHOLES TO GRADE ALARM SEP . CIRC. GW (Min. l ' below
inlet) HWL LWL CHECK VALVE BLEEDER HOLE MANUAL
OP . SWITCH ENUF STORAGE?
Copyright. Q 1996 by S.L. Starr '..
SEPTIC PLAN SUBMITTALS
/-�
LOCATION:
NEW PLANS: $60.00/Plan t
- 1
REVISED PLANS: YES $25.00/Plan
DATE:
DESIGN ENGINEER:
When the submission is all in place, route to the Health Secretary
Town of North Andover, Massachusetts Form No.2 '
µoR,,, BOARD OF HEALTH
p
`c°•b -^f* DESIGN APPROVAL FOR
'SS^C"U5fs� SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
Applicant G/a Test No. �3 7
Site Location_
Reference Plans and Specs. /3"/
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 � � `