HomeMy WebLinkAboutApplication - 25 SUNSET ROCK ROAD 12/13/1994 i
Town of North Andover, Massachusetts Form No.2
01 v4ORTN BOARD OF HEALTH
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DESIGN APPROVAL FOR
SsACHUSEt SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
Applicant Test No.
Site Location L'(jT I �� Y`'°s� �� ° Cat'
Reference Plans and Specs. My=
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,BOAR OF HEALTH
Permit No. ..
Fee Site System ermi
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BOARD OF HEALTH
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120 MAIN STREET TEL. 682-6483
Ac'NUSESAy NORTH ANDOVER, MASS. 01845 Ext23
January 30, 1995
Mr. Thomas Neve
447 Old Boston Road
Topsfield, MA 01983
Re: Lot #18 Sunset Rock Road
Dear Tom:
This is to inform you that the proposed plans for site
referenced above have been disapproved for the following reasons:
1) System does not have two (2) passing perc tests in
the leach area.
2) System fill 84 feet(+-) from the wetlands; 100
feet required.
If you have any questions, please do not hesitate to call
the Board of Health Office at the number above.
Sincerely,
J a- t'
.L.
Sandra Starr, R.S .
Health Administrator
SS/cjp
DATE����`�_ Sheet of
BOARD OF HEALTH
TOWN OF NORTH ANDOVER
SUBSURFACE DISPOSAL DESIGN REVIEW
FEE
PERMIT DATE RECEIVED/-
APPLICANT ASSESSOR' S MAP
ADDRESS PARCEL
LOT
,�- STREET
ENGINEER ���
ADDRESS 447 Oz-t) +ro� )'
PLAIT DATE /Z �%'" REVISION DATE
CONDITIONS OF APPROVAL:
APPROVED
DISAPPROVED
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PLAN REVIEW CHECKLIST
ADDRESS ENGINEER
GENERAL
3 COPIES STAMP LOCUS NORTH ARROW SCALE
CONTOURS PROFILE SECTION BENCHMARK SOIL &
PERC INFO ELEVATIONS WETS. DISCLAIMER WELLS &
WETLANDS L,-"' WATERSHED? DRIVEWAY (Elev) WATER LINE
FDN DRAIN SCH40 TESTS CURRENT?
SEPTIC TANK
MIN 1500G . 17 INVERT DROP GARB. GRINDERL) (+200% EDF)
251 TO CELLAR 1,, MANHOLE TO GRADE -- ELEV GW
D-BOX
SIZE # LINES FIRST 21 LEVEL STATEMENT
INLET//_, - OUTLET IL' (2" OR . 17 FT) TEE REQID?
LEACHING
MIN 660 GPD? RESERVE AREA 4 ' FROM PRIMARY? 1,,-' 20 SLOPE
1001 TO WETLANDS 100 - TO WELLS L--' 41 TO S.H.GW
351 TO FND & INTRCPTR DRAINS 3251 TO SURFACE H2O SUPP
41 PERM. SOIL BELOW FACILITY MIN 1211 COVER C',-" FILL? ,-- ' 25
if above natural elev; 101if below) BREAKOUT MET?
TRENCHES
MIN 660 gpd_ SLOPE (min . 005 or 611/1001 ) u.. >31COVER?-VENT ----
SIDEWALL DIST. 2X EFF. W OR D (MIN 61 ) IS RESERVE BETWEEN
TRENCHES? IN FILL? MUST BE 10 ' MIN. 411 PEA STONE?
BOT & X LDNG + SIDE 91
X LDNG = TOT
(L x W x (G/ft2) (DxLx2x#) (G/ft2)
Copyright @ 1993 by S.L.Starr