SUBSURFACE SEWAGE DISPOSAL PLANOt
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13J. PROPa55P / LOOUS MAP SCALEo, PERCOLATION RATES 1,/ 9 ran 120,
. 91VE, '.' GROUND WATER DEPTH 74' PERCOLATION RATES 1'T 3 rain
nottte9 GROUND WATER DEPTH 71' piott{es
-' - av ! HKAAl SOIL EVALUATOR ALAN HEUREUX -
®" 3 A1AH_. INI IZII DATE 5-23-96 SOIL EVALUATOR ALAN HEUREUX
LOr l-?sB / AF.pgp 3 J TTEL- , :DATE 5-23 96
_ . { PERC. TEST PERFORMED By, III BOUCHER AND HEUREUX, INC,
DESIGN N_ DATA INSPECTOR: SUSAN GRIFFIN-'
DESIGN PERC ro M1N Jn
/ %ua5sa� GENERAL _NOTES -
DESIGN FLOWt 3 BR x 110 GPD/BR - 330 GPI) 1. All work must be in accordance with the Massochuse, Department of
LEACH AREA Z4'>C25' Environmental: Protection Regulations 310 CMR. 11.00 & 15100 (Title V)
/000 ZD and any local Board of Health MOOMICOrans.
/ N CALCULATIONS 660 5K 0 2. No modlications shall be made to this System without prior written
. 60 GAPb /SPw 3lyJ typp_, p,F(, approval by the engineer and, the local Board of HeaiNk.
3, Engineprior
and the Board o/ Health must inspect the completed system
/ Pr or to boshowng
_ 4. Elevations shown on plan are based an an Assumed'behim
5. Heavy equipment shall not be '.run over the disposal system G. All unsuitable son is to be xCayated from the Leaching Amo
7�' N s shown on plan end backfiled With clean gravel or aoorse sand
i
do specified is 310 CUR 15255(2).
• q / Grp - 7. Washed crushed stone shall be free of iron, 'Flees aM dust
t'PFavb o� �q B Sons Inic ca or OwtIbution bol, etc. shall be mdpufacturedi by Rotondo
/ rJ'04EKQ' :N Grout shall PPro ed equal, and metalled per manufadureds. specifications,
12ni / be. used to provide a Water tight seal of all Joints where pipe
tern or leaves a concrete structure
9. Outlet distribution lines shall De level for a minimum of the first two feat
'R 3e" of their length as specified , le CUR 1a mini )
SlDVM510N LOrl18 /� / 10, A Board of Health erofcate of Compliance as required by 310 CUR 15.021
LOr 1-'S7 2g�ti / „h/ must b obtained by contractor upon completion of was. ��-Ky it. Distribution .lines to be capped: of outlets.
/ 65,431 ScT.Fd _ 72, This system is not designed fore garbage grinder.
PLAN—_ _LEGEND
4• P C. POPE SCHL 40 (TIGHT
z3a '/ G%KP✓4 5656 EXISTING CONTOURS JOINTS) =SEPTIC TANK
Sryo3 bo \I 56 PROPOSED CONTOURS ❑ DISTRIBUTION BOX
LOr IRESERVE LEACH AREA ',TEST PIT
5 \ f ` A —W — WATER LIBC�I � C K F- = L j_ LINE W Wq TfR TABLE TEST
e e _ w O
n o o e o WELL ILK al BENCH NARK
PLAN SCALE m IF
BOARDa0agT4 j £pO000O0000
r BOARD OF HEALTH STAMPS
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30r BOARD OF E THOUNIOVAL Br THIS GUIDE
TYPICAL LEACHING FIELD X-SECT REQUIRED H'ALD ihSpaumj DOES NOT GOONNUEF THE
TOP OF FOUNDATION wPE6 E1cAVAiED cl`EcnvENATION xr
/ Not To Scnle IOWEN Ai1GN
ELEV.=135.12 6ve, s-BUILT
PLAN eon➢DOTRE.mN
LAN „ It ii-iCATION
STATEMENT REQUIRED
IS ystern IS NabaaaipahtLALTH STAMPS
J33.2 IMIN). 13Z, 3.. For Garbage Grinder, Whirlpool
Or Other High Water Use Devices. p°pnYeO
ale <nIN� ELEVATIONS MUST NOT BE ri ze
m oa�—
^ HA .,
CHANGED WITHOUT BOARD COU BIECTION OF THIS SEPTIC SVS a
INTO
O .O a V - e a e a - / / .�` OF HEALTH APPROVAL MST COMPLETED WITH THREE (3j °` oA"
a 0 0 0 o O O" u o B, 1ta1, It 116 H D�STONETO\NE J O 113pzo �'EARSOfTHEDATEOfAPPROI�L
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a nvc. sarrAar TEES— IA o o u G RE STAMP
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"''a� 1500 GALLON ° m SUBSURFACE SEWAGE DISPOSAL SYSTEM
I31.83 PRECAST CONCRETE I 13OjT 00000 O O o u"a"p"o"o `o"o-o"O u O O
+ SEPTIC TANK A OF
13P33 000 OG0000000 O O O 0 c 'sCsB o 0 0 0 u.,ou0000 On000°o oiuooM '�, ❑WNER THOMAS ST PIERRE t fir I"z
• '•••� •.�•.• . `.+•. „ DISTRIBUTION BOX O 12F 9p
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0t IZZ7Q si GeiE a ASSESSORS MAP 60 LOT 1-37 S B Lnwdke +
- LEVEL STABLE BASE Etc, - ---- r No.=28 IAb a" causHD STONE ON MECHANICALLY 1 of t �� STREET LOCATIDN.'HELISSA LYNN DR1V t
COMPACTED LEVEL STABLE BASE F1Zb_Q=_ril�Yt: LIMIT eF EJ(GAV.4T1uN a EAvv
- Correia's Engineeriyag n e. n➢
TYPICAL PROFILE- OF A SEWAGE DISPOSAL SYSTEMP.C.. STAMP S OrtrweU Street carve s�dmzWd
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NOTE reeprw,,. (esBJ ew.essY erne )VdA'N
Wmle not t0 SCONE: + lNaPasa-eesY ea-av¢rruwe' .
every attempt has been made to ovoid nstakes, the maker cannot guarantee g Inst hdnan Jareph 8. t'oxefdq)Pres."6"Ap
Any ron£Octs shrill be broWght €o the nttentlon of GDRREIA'S ENGINEERING TNC . e he contrgctor trust verify prior to construotlon ar zcavgt pn. all demensions and detail$ prior to any construction,
CONTACT PERSON ::,JOSEPH E CORREIA