HomeMy WebLinkAboutApplication - 41 CHERISE CIRCLE 6/8/1994 Town of North Andover, Massachusetts Form N®.2
of NORTtj BOARD OF HEALTH
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DESIGN APPROVAL FOR
S�ACH U5E4 SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
Applicant Test No.
Site Location
Reference Plans and Specs. '` A-2t LL *
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.
CHAIRM Id,BOARD OF HEALTW-
Fee Site System Permit No.
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PLAN REVIEW CHECKLIST
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ADDRESS " " .,.. / ' NGINEERr' .:
GENERAL
3 COPIES
. "w,...., STAMP ,,..,. LOCUS ' '` NORTH ARROW ., .m.., SCALE
�".� � ."
CONTOURS ...."° ""` PROFILE SECTION BENCHMARK �?. 9 SOIL &
PERC INFO '' ELEVATIONS WETS. DISCLAIMER C "' WELLS &
WETLANDS <_„ „" WATERSHED? DRIVEWAY &(,(,Elev) WATER LINE '
FDN DRAIN SCH40 ,,. "", TESTS CURRENT?—,,,""'
URRENT? ," ,.'
SEPTIC TANK
MIN 150OG °" . 17 INVERT DROP GARB. GRINDER ) (+2004 EDF)
25 ' TO CELLAR MANHOLE TO GRADE -.,..,. ELEV GW ..•.
D-BOX
SIZE # LINES FIRST 2 ' LEVEL STATEMENT
INLET OUTLET (211 OR . 17 FT) TEE REQ 'D? /,'"
LEACHING
MIN 660 GPD. RESERVE AREA 4 ' FROM PRIMARY? 2-0o SLOPE
100 ' TO WETLANDS ,-' 100 ' TO WELLS 4 ' TO S.H.GW 4--_-
351 TO FND & INTRCPTR DRAINS l.MS "mom �...,,.
' �" 325 ' TO SURFACE H2O SUPP
4 ' PERM. SOIL BELOW FACILITY MIN 12" COVER FILL? ° ' "�'�(25 '
if above natural elev; 10 ' if below) BREAKOUT MET?
TRENCHES
MIN 660 gpd SLOPE (min . 005 or 611/1001 ) >31COVER?°VENT
SIDEWALL DIST. 2X EFF. W OR D (MIN 61 ) IS RESERVE BETWEEN
TRENCHES? IN FILL? MUST BE 10 ' MIN. 4" PEA STONE?
BOT X LDNG + SIDE X LDNG = TOT
(L x W x #) (G/ft2) (DxLx2x#) (G/ft2)
Copyright d 1993 by S.L.Starr
NORTN
�Oy �.i° ,.910E
h ......:,. A BOARD OF HEALTH
i
120 MAIN STREET TEL. 682-6483 j
4° NORTH ANDOVER, MASS. 01845 Ext23
9SSACHUSEt
May 11, 1994
Christiansen & Sergi
160 Summer Street
Haverhill, MA
Re: Lots #3-9 White Birch II
Dear Phil:
I have briefly looked at these plans and find that most of
them do not have sufficient test holes in the system. In
addition, there will be changes in light of the testing done
today.
Would you please review these plans keeping in mind the
criteria I recently sent you, add the new tests and re-submit the
designs.
Sincerely,
Sandra Starr, R.S .
Health Administrator
cc: Karen Nelson, Director, Planning & Comm. Dev.
Jim Grifoni
File
PLAN REVIEW CHECKLIST
ADDRESS ENGINEER
GENERAL,
f"
3 COPIES STAMP LOCUS 1// NORTH ARROW SCALE
CONTOURS /,� PROFILE SECTION �''� BENCHMARK f°'4 SOIL &
PERCS ELEVATIONS WETS. DISCLAIMER /"' WELLS & WETS
WATERSHED? j,, DRIVEWAY (Elev) WATER LINE °°� FDN DRAIN
SCH40 LL TESTS CURRENT? �.�r"" SOIL EVAL
SEPTIC TANK
MIN 150OG
. 17 INVERT DROP � ` GARB. GRINDER ���"`�(+200 o EDF)
25 ' TO CELLAR MANHOLE ELEV GW # COMPS.
D®BOX
SIZE # LINES FIRST 2 ' LEVEL STATEMENT
INLET ' _ OUTLET + " ?
/f . = (2 OR . 17 FT) TEE REQ D.
LEACHING
MIN 660 GPD? (/� RESERVE AREA / 4 ' FROM PRIMARY? 6�„ 2% SLOPE f ,
l
100 ' TO WETLANDS r 100 ' TO WELLS 4 ' TO S.H.GW !/ (5 '>2M/IN)
351 TO FND & INTRCPTR DRAINS .''�� 325 ' TO SURFACE H2O SUPP ,_-
4 ' PERM. SOIL BELOW FACILITY „°� MIN 12" COVERS FILL? '' (25 '
if above natural elev; 101if below) BREAKOUT MET?
N@°"° z
TRENCHES
MIN 660 gpd SLOPE (min . 005 or 6 11/1001 ) SIDEWALL DIST. 3X EFF.
W OR D (MIN 61 ) RESERVE BETWEEN TRENCHES? IN FILL? MUST
BE 10 ' MIN. 4" PEA STONE? VENT? (>3 ' COVER; LINES >501 )
BOT + SIDE X LDNG = TOT