ZONING REVIEW PLAN8"
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SANDY ni
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SANDY LOAM
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LOAMY cAHD
MOTTLES
(CR)
LOAMY SAND
0'
120'
(A)
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H)
21.,
SANDY LOAM
(CI)
40'
SANDY LOAM
NOE
/
57'
LOAMY SAN
/
LOAMY SAND
71'
MOTTLES
1257
124.7
(C4)
LOAMY SAND
PERCOLATION RATES: V/ 9 min. PERCOLATION RAT-S! 1'/ 3 min,
` / ) LOCUSMAPSCALE: . \ GROUND WATER DEPTH: 74' mottles GROUND WATER ➢EPTHi 71' mottles
ELL SE r3)
N OYJt SOIL EVALUATOR: ALAN HEUREUX SOIL EVALUATOR, ALAN HEUREUX / r. /
6
,aa f j DATE: 5-23--96 DATE: 5-23-96
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A -a Pow 133 ro PERC, TEST PERFORMED BY: MAUK, BOUCHER AND HEUREUX, INC.
LOf I-3B 8Xa)�� ,' INSPECTOR: SUSAN GRIFFIN
w6wu 3sJo,, DESIGN DATA GENERAL NOTES:
DESIGN PERC 10 M L1110 (CLAtAfIL 1. All work .must be in accordance with the Massachusetts Department of
% S$- Environmental Protection Regulations 310 CMR 11 GO & 150D (Title k0
DESIGN FLOW 3 BR x 110 GPD/BR = 330 GPD and any local Board of Health Modifications.
° ,^x4 .. LEACH AREAI 24'>CZS' _ (POO SF 2. Nomodifications shall be d t .this system. without priorwritten
I� ` pp al by the engineer and the local Board of F alm.
4 CALCULATIONS: (op0 BG 3. Engineer and the Bard of Health must inspect th completed system
prior'to backfll'n9
N / / 4. Elevations M1 n onplan are based on an ass Ed datum.
5. Heary equipment shall not be run over the tl'spostl system
6. All unsuitable soil Is to be excavated from the Le h g Area
as shown on plan and ba kf Iled with. clean gravel or coarse sand
as J specified in 310 CMR 15255(2)
7. 8 Septctltank, dstrbutoned store s ball be
hall ben fines and dust./ Sons Inc or a manufactured
s specifications
-- A approved t epgrovde and
water tight seal (it all ants here e
Grout shall be used to g j pipe
fj° b _ enters or .leaves a concrete structure
0 �� / to 9. Outlet distribution Ines shall be level for O minimum of the first two feel
t1�P\b j ` r G 0VpkgC7 N of their length as specified in 310 CMR 15.232(3).
ZSi 5 ! vq LOT 1-36 - 10. ABoard ldb Health Efi cerf Compliance as requiredby 310 CMR 15.021
/ 3 must be obtained y contractorupon completion e' work.
11 Distribution Ines to be capped at outlets
SIDVIVISION LOf 118 j 12 Thisjste is not designed f c garbage grinder,
mur so s ti`' PLAN LEGEND
6'5,9�1 5c(.Fk _ a• P.V,C, PIPE SCHL 40 (TIGHT JOINTS)) SEPTIC TANK
S6!� � �56 EXISTING CONTOURS
�yJS%✓A S6 PROPOSED CONTOURS E7 ➢ISTRIBUTION BOX
9{5 ® RESERVE LEACH AREA l�� TEST PIT
siyo� as \'7u 'fbF`.'L —W WATER LINE It WATER TABLE TEST
B A C K F— 2 L— L— OW WELL B.M. w+ BENCH MARK
LOT iS I aoa000 oa 2-WASHED CRUSHED STDNE 1 i ,a peeve°
o"o ik6o"o o"pasutn c usM�a `{mnEo�o u u BOARD OF HEALTH STAMPS
0 0 0 0 0 .. o R)r 00000oG000
PLAN SCALErn
= 30, TYPICAL LEACHING FIELD X-SECTION
Not To Scale
TOP OF FOUNDATION
ELEV.= I'Cs. l2
BOARD OF HEALTH STAMPS
1332 tmlN) is Z.3 WED
131' 5b�YUN1 �/
0
' - Ile - /2 WASHED STONE
-
4 40 P C ° uaom Load. O O C C o o e e a, e 2 1¢ 1 -�' 190,70. P. MP
ALIN
Isp.zo `SxOF SUBSURFACE SEWAGE DISPI]SAL SYSTEM
x a- P.vc. snNrtarr THes—� IA Opp 00 ('o 6 -3/4' 1 1/2" WASHED STONE 00oOo s3�luoo r�
O 0 O 0-'G ,>"OOO'-O'O"O b O O i _
Lr)Df8E,
6v3 4' min. IBo 40 00000000000"O ., 00000000000000 D000000 O'00bb000000 pZIN EFA = ❑WNER:. THOMAS ST PIERRE
1500 GALLON , 1so. r l U'O O -O O O O O IZq,'10 g GVI
s> r3aaa o o 0 0 0 0 0 0 0 o N srszs ASSESSORS MAP 60 LOT 1 37 SU LOT 118
%- PRECAST CONCRETE
SEPTIC TANK ` re1.39 / ys) =i 'gafNrcrslca`�GSWUI
'. L DISTRIBUTION BOX '--- --- --- ssrD STREET LOCATIDN _MELISSA LYNN DRIVER
EL t2770 II—_ 11 I LEVEL STABLE BASE _ _-1c_L:. iZB z'* crr4lr o=Exc4vA'TroN --=_ : G'Orl'eia S. Lng"i7L28'M2?29' Inc.
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5 CRUSHED STONE ON MECHANICALLY COMPACTED LEVEL STABLE BASE RL STAMP4 8 Cnnvutt Street ust spsmarpc
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So¢Ue Da 0874�*8(4 th. dfA.
rIimama u (dal) 9BS-I06Y SScar P (O S
TYP@CAL PPOFILE OF A SEWAGE DISPOSAL SYSTEM .cosmata
Scar PUNS
P tee8) B%-COBS d$-BV6T e/I,YS
JaeepA E. Corvaa DJ Pnv a A: VIP.
1 _-_�Ve IZ5 -7 DATE-.6/ 96 ,
NOTE -null to scale. _
WF:6 every attempt has been ads to avoid takes, the maker cannot gunraniee a aff t h error, the contractor nust ver+fy au deneosons and all prior to any construction CONTACT PERSON: JOSEP h - R
Any conflicts shall be brought to .the attention of CORREIA'S ENGINEERING INC prior ko.Fonstrugtlon or excavation,
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