SUBSURFACE SEWAGE DISPOSAL SYSTEMv v
0 g OiIo
f}� Tj
0
LEGEND
L�
SEPTIC MNY.
DISTRIBUTION BOX
EP
---- Too -
EXIST NG CONTOUR
100
PROPOSED CONTOUR
TEST PI
RESERVE AREA
w _
WATER LINE
HAYBALE BARRIER
V)illl
AZ�IGA%
A Ip
2 2 X 3STAKES
(2) PER BALE
LAYETTE TOTALED BUTTED
TOGEMER
ROW —a
STAKE
= AL—
A
NTTVE SOIL ---------
PLAN VIEW CROSS SECTION
EROSION CONTROL BARRIER
NOT TO SCALE -
iX. UP'�EbI)3
�I
AAA
CROP A,
<L
T yIS A, AA
/ t Y
A. S �O
FRED GRAB JVOR
C v �
F'NSH OE T \\ CAST AR O ( F 0' $
BOILING
HovsE to l l- BUILT 'H BANK MORTAR FINISH GRACE ELF/ T�
ro GRAB. 4 SOLID vmLL
T ROf 0 C FCC 'C PIPE
\ O/
BUILT p 0 VORFAI POST UND EST ITT BE A
V �TO dIN 6' 0 DE ✓E
RW OFFAC1 Y v I LI,(�I 1 .1 1 *l I"L'. + I. I{ I I .I E xl I I .I 1 .I
ELEVATION �..7MASSIF
SLOPE 29 °B- LANAI
APE= IS
p 00 A U, U,U, 1 O Mry
Bl I� CAL P`�1 �'� oo o ID
RE BRrNB T 6n FAR FO
5F C TEA B07IEAC v IJTY I ROVE
Ty 855 COARSE .�A, ORIGIN OFL W GALLEYS 24c FEET �"y��AT
(S E
.. .. a/ IEOE s-ABLF. SAND� aIT LF DA B ,u
" 1 T p" f, "p f, p' B i BOTTOM OF E Ca AT N EIEVA'ON 95 O EXCAVATOR
OR
ELEVAT 011S AiUBTi 0i BE WATER UBL_ ELEVATION = -ODE LOT OF FXCA URTON'
TO BE SCARPFO
CHANOED'JJiTH0UTB0`TRD
OF HEALTH APPROVA, SEPTIC SYSTEM PROFILE
'Or M MAY
FAUNA MADE
L„e1L�,n� I.,, ,A�vICuLdJwIJD,lwl Iw'A
4^ MIST
LEADS
x
STABLE BASE qq '
c0 TEB R
OR COVI
e130F�V1EW
DISTRIBUTION BOX
A/ Py 5 ei.US
AIRBAN,
0 �'M G
M
ISO..
\> ,4' AMA I R9 BOARD OF HEALTH INSPECTION
J. U'�". v=�`�'��/ REQUIRED 1'IHEN EXCAVATED
OC
ryR
0 Q
I
- p,ZoaoS¢v iHPERvIo.!5 AREA=
f (a1NRP(+E p 2432 SF.
YovS=
p¢wEWAY =l$68 SE �z
4000 flG. = 9 B I. GoVE?A(=E
i�-
SITE PLAN -
SCALE: T" = 30 '
SITE BENCHMARK: TCPO( AMEN��n � NCAAvSCE
KUA�eIJ DIVE
SEPTIC
SYSTEM COMPONENTS
SEPTIC TANK
USE IRD GAL TANK AS MANUFACTURED By MAN
CEMENT BLOCK COP OR APP Y2 CCV. ARABLE
sUPETTim
DISTRIBUTION BOX: Ls NI So F7,. RA ACMaED
B B LOON CRA- ROKD
LE SU
CO RPWIE BSIITU'E
LOW GALLEY:
USE LOW AUE O AS Mae E) BD ANT
CEMENT FLOWS C\JRP. OR AAI SD CO -ARABLE
SUBSTMINE
Pr LOST GRADF '
E
I. 1 ',L�1
�L6Yw
2
AX
1z A IN. DAM
WANTED
rlw s�0vE-
�
z
AM
FASHION STONE
AID
LIMIT OF EXCAVATION
TO BE SGRIFlEO
AGu
,A
9l_B
CROSS SECTION A -,A WENT
.LOW GALLEY
NOT IN ANUS
.SOIL
DATA
DATE OF TESL I23I01
INSPECTOR: �N If-JK� `�1
NETJOGR�
PERFORMED BY: KEN Fug?I EP
59 v. TEST PIT # 115 0"
99_o
TEST PIT #
115R d
961L
L°an
loR
5ati
LOAN
Io"
SFNDILN
SANV`(
SV$5gL
5V8561L
K-G0
3
ae.o
34"
St9Nc'
5'rBUG
{SOCKS
txKS
(�S20.V GL
(�ppy(L
SAND
5AN'D
gy,o
rio"
9q_o
Is0"
OBSERVED WATER
TABLE 32"(INPI'FACTcR =
94"�LSLbN.
BOTTOM OF PERCOLATOR
TEST HOLE: 56'
PERCOLATION RATE
2 MIN PER INCH
SITE
SYSTEM DESIGN. DATA I OO A
DESIGN CAPACITY eEoreooMs AT 110 GAL/OAr 330 BALLADRY Y DEC 13 LWV
SEPTIC SYSTEM C SIGN 3 LOW GALLEYS (4'XB') WITH q OF DRONE
SURROUNDING GALLEYS BYIt
-J T
HI
SEP➢C SYSmP DESIGN PERCOLATION RAZE: �B MIN.AINCH AL
SEPTIC SYSTEM DEEDS CALCULATIONS : END NOTED
sD TIALL 1' LONG.X 2 SIDES xLOEEP x LO GPETOF = �3 cPB ENSIPIEGR1 FS T,
N PALL _12-LONG X 2 ENDS XEIG DEEP X o GPD/SF = TG SUN DEAN ✓y, REI I IF
BOETG.v IV LONG fVVC)E X D LBARAB =J-GPD STATEMENT k
TOTAL SEPTIC SYSTEM CAPACITY = GPD CALL, f, T S C F LE
ALL,fwff� om- .... ..
ARRIESS
CASTLRON OF CONCRETE COST BUILT :0.
GRADE vAM BRICK ANo recR AB
CAST IRON OR 1 CAST MON OR CONGRESS
LOVER BUTT TO WEARY COVER BUTT TO ALMN
�L
RARE VV 6 OF COMES
wI
n
/} )-3 4 MULCT4' INLETfr
J
14
4'-0 BIT
LOGO
SET ON FEARS lEYE1
BASE OR
TRAVELSEARLE
ACOMPARABLE)
yOR
—ATA tusSystem Is Not Oe_Ign
Rd
GarbaOe Grinder, W
IT1
1001
PROFILE_ VIEW prT
' SEPTIC TANK Or JEher f-� oh Water Use
DO
ices: .
OT OR
GENERAL NOTES
IJ :TITS SYSTEM ALL BE INSPECTED WHEN IE NO AREAS TED AND ALL
COMPONENTSREIN RACE CONTRACTOR SHp 16 THE LOCALB OF HEALTH AND
THE DUALM ENaNEER WHE THE SCETEM IS READYTRANS IHaN NUMBER zoo
z) ALL ES SOME MUST H MEN THAN 02 PERCENTMATERIAL
p DETERMINED B M O TEST MEMON. r T (LATEST E OO H)
SIX (6) INCHES OF
TSryS
J) D VTON BOX AND E NF STILL BE IXJ A PXCMUM
CONTACTED GRAVEL PAYS AN BRANDS UNIT GO SELLING. OPERATED oVER THE uMltt OF
4) ME CONTRACTOR SHALE A ANY HEAVY EOV PMENT TOB
THE ALONE DISPOSAL SYSTEM ISLAND ITS CERSMUCTO1J RIOT WRITTEN APPROVAL
5) NO FRED MODIFICATIONS SHALL BE MADE r0 THE SYSTEM AHLOVT'
FROM ME ENGINEER AND TIE TERM BOARD M HEPLIH TAl!£D IN ACCORDANCE INIH
ALL COMPONENTS STALL BE INSODE R I
GJ UNLESS CONDENSE NOTED, CONTRA
THE CURRENT EDITOR OF DTLE.5 OF THE STATE FNNRPVMENTAL. ANY APPLICABLE
TOWN REWLAMOUL ` MECHANICAL JOINT CAST
T.) T ALL POINTS OF INTERSECTION OF WATER LINES AND STOR LINE
)
LRED PIPE sxaLL BE INSTALLED FOR FOR USED FOR IB ON EITHER SIDE BE ME
ONNTERSECTIINR POINT ALL CONCRETE siRLLNREs
YA:) OUT SHALL BE USED AT ALL POINTS WHERE PIPES ENTER OR EX' A
N PRONDE A WATERFRONT SEAL EOPRENE CA%Ers OR
FJ ALL EHPUP MADE IN ME SEPTIC TANK SHALL BE SEALED WITH f
ASPHALT CEMENT
TO) ALL PUG PIPE USED SHALL MEET AANN D 3934-73 WR E5, CNRES MAY NOT BE STANDARD
II.) SOME PARTICLE LOCATORS SHOWN OY ME PRECAST CONCRETE SIF MOLAR
LOCATIONS AND MUST BE SPECALLY ORDERED AS SUCH TERM IN
E LEASUPPLDERS AREA sMONM ON
12) TIE CONTRACTOR SHALL EXCAVATE POLL UNSUITABLE MATERIAL IN O TT£ 5. AREA SHOWN
THE PLAN AN BRUFFILL WITH CLEAN MAIL LR COARSE SAND( ION
21]) THIS FIAT MA'ER AL SHALL HAVE A ERLO NEW RATE CF E () I5 IN DEBTS
TWO (2) MINUTE D COAL N i N ONES. C.A )OIL SNMPS ON
STONES )
SAY CERVIONEO OF (COMPLAINS AS REWIRE➢ By TT£ E SECTORS LESS. SUBPARAGRAPH IN
MUST BE ONTARIO) BY THE CONTRACTOR TURN CNINGLEMER OF TO PLANT IF CONSTRUCTION
MUST BE CONFIRMED By AN ENGINEER MEN CONTRACTOR MUST BADLY ME OFFEE ORION TO
SACKNLurIc
H.) ME CONTRACTOR MALL BE PRUDENCE FOR DEPENDS ME ACTUAL Lc LION DF ANY
ENSUING LTEITES SECTOR ON RAN DISPOSAL UNIT OR RUDER
Is) THE SEPTIC ENRON Is NOT DOSINPLAIN,
FMRUDER ME USE OF A GARBA
OENLES WHICH USE FARGO AMOUNTS OF WATER.iAt DEPM OF SWM AND
IB.) ME SFPTC TANK SHOULD BE NSPECTED ANNUALLY WALK ME n
SWISS EXCEEDS ORE ODRO (1/3) ME CONTENTS OF ME TANK NOU D BE PLANES IT IS
RECOMMENDED THAT ME SEPTIC TANK BE PURIM OUT AT URST ONCE EKRY YEAR.
19) SCIL LCCS INDICATE GL DOPO ➢ON$ PERSNDON RATES AND WATER TABLE DELETE
DECLINED AT ME TIME AND LOCAPON OF ME SOIL INVESTRAMIS AND SHOULD BE BARIIFED
BY ME CONTULTOR/EXCq AIDES AT ME TIME CONSTRUCTION ROTOR IF GROUNDWATER OR
PETIOLE➢ WATER IS ENCOUNTERED AT A BURNER TAXATION MAN 'ND CATEO ON ME PLAN, MEN
ME CONTRACTMAAKOAVATOR SHALL NOTED ME LOCAL BOARD OF HEATED
SHALL BE STAKED PRIOR TO ANY CO SMVCTON OP EXCA VADON AND
20) RANDOM CONTROL B TNG, INSPELTdNS. ETC
ILL REMAIN IN PUCE UNTIL TPY O ALL CONSIRUC, GRADING. PUN I
ARE COMPLETED '
DO) ME NOPEC TANK SHALL BE FlTRR) MEN INLET AND DUTET TEES ACCORDING TOME 1 � S I
REQUIREMENTS M TEE 5
I V pn^
I I 1994 1..
�!
4OYY BIT
il y,',MJILIo Tor N I4-
ASADZeN LANE cPRmuNfEVI MA PLAT 40 LOT 2-11
COF.NDESIGN ISVALIDONLY _ !SUBSURFACE SEWAGE DISPOSAL. SYSTEM
ANED OM ME ORICANAL SIGNATURE
—
OF ALAN d HEUREUX, PIECARAT
,
i✓0FMAN F=RREIFk
AHEURr DA MAUK, BOUCHER AND HEUREUX, INC.
CML/ENVIRONMENTAL ENGINE RS AND. LAND SURVEYORS
EsRB OE 9,Z y�M�t 648 AMERICAN LEGION HIGHNAY )SEAPORT, MA 02790
/o MAN I. e,,` TELEPHONE (508) 636-5905 FAX: (SON AGO 2477
io H:U0.El1%AS
Pm-
1AN No. Jae11 CONTACT PERSON: AlAl1 "5KEFZECX CHECKED BY: ASFA
FAR 338E11 ,OT,r -0RANM Of LV.L APPROVED BY B- N
O < < DA E: P,R
AFRAID C' DESIGNED. H
PROJECT NO.: 450-u1 DRAMING ACT: A50-ADBN
FDA Pc,��
Cg �I>AiiJ%I �� �1� LEGEND
l �.iJ Y �.��pd� " 1N f .. o 7 SEPTA TANK
YY//l d \ter. I
DISTRIBUr10N BOX
I(� ,I �
;Er �h�l ADD EXISTING CONTOUR
//,1 100 PROPOSED CONTOUR
TEST PIT
0 p e SET
C N RESERVE AREA
AIR LINE
° OI:
Po o HAYBALE BARRIER
M
CITF I nC114
L
FIUDH GR Dc OIF
TANK%
sv c ADE T "FA casTl G OR aE COVETS '
DAELllN HOUSE
1 111 BUILT 6P WPI AN CANNB °R Aa
r i0 GRADE O µ'OIL 141 GRADE ELEVATION
1 BACK
COVERS L FIAD RST
00
i0 rll Err BR A AND dt i0 AID ThD FEET TO °
TOP CFO £WNDAPONJ 6 OF FACT TAD {ErE_ A _
In nFnril l �i1 I
ELEVATR 0 00 -� `�41h 1 �I 1 'OI .I 1 1 eI' I nl n 1 1 ITT,.nl rl n 1 n
TOPS
E.OPF 2S
ONP e IX aacKFl -
el
r�W
vc L. GAL xy o o ,." .rt
R IAR'OflGD P 6 c o WAGSHED
sE nG TANK CLEAN BACTS C� OM O IE UH CIm F
NC
saASE� LENGTHO LOWGAJ.EIS �TFFEi \AH ROE
yT LESTE STALUr -\ A SAND
✓ BASE
FI EVATIO e� MUST NOT c Bo,rDM W VATON FFNATII 95,0 EX IT v '➢n
WATER Ch> 2ED IMiTHOUT BOAFD ne aN P F Q rD2 scARuBO£ ATC nn°N
. IFlm
01 PEALTi-I APPROVAL SEPTIC SYSTEM PROFILE
MOT TO AGE
CASTIRON OR TOPICALLY WYER MATT ro
FINISH GE RACE Wiry) B41CK AND MORTAR
V OAST IRON OR CONCRETE
I I nI' 1 eI 1 n CAST IROV OR CONCRETE
COVER evr T ra W^THI ry COMTE BUILT TO NIPTY
6• CF GHnoe 1
3" IMMoA Lam6 OF GRADE.
WASHED STOLE '
3
ey ,\�
�\� 0_ 5
BLOW UN,
WASHED STONE f
4 m.Er-/ LTG -MIA Nis Wncr
n:^ `
uur- G' O'CA n IONI 1 W� 5
TOBENOODLES T, a O MI
w All .0 ucDDN
SET AN BEVEL LEVEL
:.p `-A \P'i` `• COY'ASTABLECTED BASE ONCA QWKAR GRAVEL. I L
s..nnrl.5 rx� ,� 4 MOARABLE)' . S _ Is System Is rC
CROSS SECTION A -A VilEw Y•T Garbage Grim.: ,
LOW. GALLEY PROFILE. VIEW Or.Other High VOtatel
_393r.` bv'zcl is NOT „ swc `SEPTIC TANK
�elWFV�L SOIL DATA GENERAL NOTES
1pR00 LC. R / T
TEST
//0 ER. INSPECTOR:M ENOYW _ I j STAND? SHALL NIP
TM NHb W£ LN G XE S NLL E CAVATE➢ AND ALL
AE4is ARE PLACE CONTRACTOR READY
FA NOTIFY TIE o BOARD OF HEALTH allo
'tr°/ ,I PERFORMED 9Y BEN Fo RT EA ) � DESIGN STONE
MWHENUST
DA Y L SYSTEM Is .2 READOUT
INCPEMAL THAN NUMBER 200
99 / /[ WASHED STONE UST THE AA H IT 0.2 PERCENT MATFIAL FNAA
VJ 1 `} ' V \ JS° I 59 o TEST PIT TF 115 o,, TE q ? sIE4DI as BUTTON BOX BY THE AAsxo TEST LL BE T It AND N P-27 WA( )
TEsr METHODS).
/ ( Y o 9 f� 99.0 �T PIT # I1S'2 O z) ME DISTRIBUTION Box D EPnc TANK M BE Pu® ON A MINmLM sx (e) I„acs Bu
L°MPACTEO CRAD]F BASE 7PREVENT HEAPING OR SETTLING
\li \ YIL 1 ^. r 4) T E CONTRACTOR SHALL NOT ALLOW ANY HEAVY EQUIPMENT TO BE OPEFITED OVER TIE LIMITS OF
y AT, u \ �° 98? Ian Do' `1B 1 L•M\'� 10' SHE SEWAGE DISPOSAL SYSTEM DURING DO CONSTRUCTION.
r' ,H RIB 0- 5) NO FIELD MODIFICATIONS NAME BE MADE TO THE SYSTEM MCCOUT PRIDE WRITTE3J APPROVAL
NICK THE ENGINEER AND n1E: TONS BOARD OF HEALTH.
�$ / / v'; ae� Q+dyy I J 15 4 : 5✓''N?}( :i ANT]( AT) LIMIEST OTHERWISE ROGER, ALL SYSTEM COMPONENTS SNAIL BE NSTALLi N ACCORDANCE 'MTH
C THE CURRENT EDITION OF RACE 5 OF THE STATE ENNRONMENTAL OD£ D NY APPLICABLE
If A-10 o a 'I P, r4. $V $$oIV I TOWN REdILhTONS
Y A Lf4 10 I w _ °�( O 3(r Pb ) }V/$501 V 3G" T) AT ALL POINTS W INTERSECTION OF WATER LINES AND SEWER ONE MEW ANIORaIA GOINT CAST
/ I. /. r Y AEC '� IRON PIPE SHALL BE INSTALLED TO BOTH ONES FOR TO' OR IFTIER DID OF
I I INTERSECTION POINT
O 0 - B) GRWi SHALL BE USED AT ALL POINTS RATE PIPES ENTER OR EXT ALL CONCRETE STtUCNRES
/ o0E ID 6 ° '/ BDATr HEALTH INS°ECTI r STONE TO PROMPT A. WATERTIGHT SEAL
/ pP" � iCl'w R IRO WHEN' EXAVATED STowE R) ALL SHIPLAP COSTS IN THE METRIC TANK SHALL BE SEALED MAN NEOPRENE GASNOTS OR
ASPHALT CEMENT
I UXO OB � ' ` 10) ALL PIG PE USED SMALL MEET ARM D SO3YJ3 OCR 3S
11) SOME MANHOLE LOCATIONS SHOWN ON ME PRECAST CONCRETE STRUCK'-S MAY NOT BE STANDARD
LOCATIONS AND MUST BE SPECIALLY ORDERED AS SVCN FROM TIE SUPLACY
O I13.) n6 CONTRACTOR SHALL EXCAVATE ALL UNSUITABLE MATERIAL IN WE LEACHING AREA SHOWN ON
c 9 ENyP, 0 INC PLAN AND BACKFILL INTH CLEAN (RAGE OR COARSE SAG (SEE RILE 5. PEGUTAnON
I),h zn).. RIMS flu MATERIAL: SHALL MAT A PERCOLATOR . RATE OF ONE ('),INCH IN LESS
I / VD qV (g9JNCL C-Rf�V `,V THAN TWO THANES fH MINUTES AND MALL NOT CONTAIN FINES, GAY, ORGANIC SOIL STUMPS OR
XI) A. CERTFTCATE O£'COMPLIANCE AS REQUIRED BY TIDE 5, SECTION ISOZ SUBPARAGRAPH B
MUST 6E SHAPED ED BY THE CONTRACTOR UPON COMPLETION OF THE M94 IF CONSTRUCT IN
MUST BE CONFIRMED By AN. EN(DNEER. THEN CONTRACTOR MUST NOTIFY THIS CPPICE PRICK TO
98 I I B LNIT NG ,
( I oaoszn ZMPERv1ovS AREA 1 IA) ME CONTRACTOR MALL BE RESPONNEPE FOR VERIFYING THE ACTUAL LA'ATON OF ANY
5{�Np `S qNp ESONG CRUDES SHOWN ON THIS PUN
i
C Z{3j_ sF. 15) THISSEPTIC SYSTEM IS NOT DECADES FOR THE USE OF A GARBAGE DISONAL UNIT OR OTHER
l I POINTY Ci. L�Ri`bE 69 0 110' 09 0 120' OUNCES WWII USE LARGE AMOUNTS OF WATER
9q I - 5(vg is : M)'THE SEPTIC TANK SHOULD BE INSPECTED ANNUALLY WHEN. ME TOTAL RATH OF DWM AND
TJPNEWAN• I, G FEA SOLIDS EXPECT THWERTE RE 1/3) THE
BEFU PFD F METTANK
SHOULD
DICE BITRY FEAR
E PFMYGX T IS
I ToML c 40oo.5G - 9 EI7 GovE T'wE o b OBSERVED WATER -
TABLE l32"! enE) ^3'.pn roR = Di VOSLbN
4T jB' 1 RCTEOM O PER OLATON
MST I O SII ID) ROT. LOOS INDICATE COILCONDBURE PERCNARON RATES AND WATR TISCH NECTAR
TI ¢ PERCOLAON RA c OBSERVED AT ME TIME AND LOCATION OF. ME ROIL INVESTIGATIONS AND SHOULD BE VERINED
Z- LAN. PER INCH . BY ME CONTLACTOR/EXGYATOR AT ME THE CCNSTTUCTON BEGINS T GROUNDWATER OR
PERw
MEC ON WATER IS AVATIOR SCR AT A HIGHER El RAL BOARD THAN IF HEAST0 CN ME PUN MEN
'q9 ERO ON CONTROL BARRIER S MALL NOT K THE I O TOANYCFTRUCTL
30.j: EROSION REMAIN
IN BARRIERS MALL BE STAKES PRIOR A ANY OR WN EM AND
SHALL RLMAIN iN PLACE UNTIL ALL LQVSTRUCTON, GRADING PIANTN4 IJSPECIONS E1G --
2t) THE SETFAC TASK SHALL BE flTIED WITH INBEi AND WHET )E6 ALCCREING TO THE II',
REOVIREMENREMENIS M S.
n£ 5 T
p
. - ukV L. ivy ESlRi66
w�o\Nii dLor +P WN
SITE PLAN
SCALE 1 30'
SITE BENCHMARK: TCPOF COW-4'f-E BJVND oN r<RNCR CF
K�EFJ CRAVE.
SITE LOCATION. 'GA. Wl LANE MA PLAT /2) LOP. 2-11
THIS SEFOTC BSTM DESIGA is INA"° NAVADAILYSUBSURFACE SEWAGE DISPOSAL SYSTEM
p D .DPI Q ACCOMPANIED N1M ME 0.RICINN. sIGNAT/RE
SYSTEM DESIGN DATA � I AND DEALDF TUN z HEUREMx PE / -F� . I / onff �j
L SGN CAPACITY LBEDROOMS AT 110 GAL/DAY 330 GAL/OAY ' AlORMAN ('); hV iFR
STF-C SYSTEM DESIGN: 3 LOIN GALLEYS (4'X8') V,TTH 4T OF STONE 0=C 3 1934
SURROUNDING GALLEYS
..E"C SYSTEM DESIGN PERCOLATION RATE. 10 M,IN.nJk'INCH TOWN aF'.)ARINIOUTIA —�IAN . HEDREU D TE IVIAUK BOUCHER. AND HEUREUX INC.
CML/ENVIRONMENTAL ENGINEERS 1ND :LAND SURVEYORS
SPT.0 SYSTEM DESIGN CALCULATIONS T _e4FT*_,,x A ' 648, AMERICAN LEGION HIGHWAY Vr STPORT. MA 02790
51DEWA.1: 32T LONG X 2 SIDES XLDEEP X I o GPD/SF 03 GPD .. EiY(D DEERS A$ BUILT /Ac BF dc,. TELEPHONE (508) 636-5905 FAX :(508) 636 24]].:
ENDWALL:.R_LONG X 2 ENDS XLf4 DEEP X I c GPD/SF a5 GPO .RCMP.. fi CERTfCAT0N /rat ALAN 1 &
BOTTOM 32• LONG XLTVIDE X AA`c TRIP, 1GPD T- i 318 MIG : 'CONTACT PERSON: AWN "CAA QX OIECKED BY 67"
STA tMEAT REQL I RFD
TOTAL SEPTIC SYSTEM CAPACITY
339 GPD M 331111 DRANK BY: C.H4- p=PROVED BY. A'IW
THr ARP'UAL BTHIS OFFICE AF^FITaN � DESIGNED BY. B< CA TE: II/cJ/94
CJf[NETHE �R sti�ix`
100.00
DRAM" cumx.w
Ettb:71 F FSSOFANY o W� PROJECT No,: 450 0% DTAWNG Ni S90-001
..,,, ..
DTRTVOF IFFORT OF HEA:iil
IT
�(
bI
Pump I� D ° (
�P
O O 4E g INjo
'C
x
SITE LOCUS
BOTH GRADE OWN
TANK � Job
3" x z" x 3' sinKEs Fvs4 creaDE ar CAsi IRON O/t FETE COVERS
(2) PER BRLE GROWING r HO Sc = 101l \ BVLLi UP CN Altl pRTA
/ \\\\L 0 MAE 4 SOLID WALL FNISN MADE ELEVATION
CAST IRON BE COL COVERS P PIPE 10 +M 7
By T L WIN BOG( 14ORTA RE' TIRO FEE' ro BE i//
M n 5 OF E 0 DEAN_
H vna1E 'HArenLLs Burns rw eF FLuvoanaa2 m L "� "Iz ,I .Ip ,IIWdwALLCLLelr .1 .1 LcLledllwLLL�!w,3ll,�
TOGETHER ELEvgnoNv L00 f I" IW t j)W.' I nl nl nl �A
}LOW J� ] — TOPS
MAKE SLOPE 2z ILL 8
f CAL
sL CIF£ R
o COIN
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SEPTIC TANK CLEAN L 6"IN a, MAN, IIIWI . I WAS Eo
ANE
CLARET
BOTTOM CF c Malay
ELLY�R LLL`
/. SAND IEnGnI O .LETS z9 EEEr \CID COFFEE
N anVE soa BASIC srfBlE L-�A AND
T� BASE
PLAN VIEW CROSS: SECTION — AFRAIDERCAVAION ELEAn(ry 95 0 L CFIN n°N� r
RATER TABLE ELE✓A AND P10 LIMIT OF )EXCAVATIONEROSION CONTROL BARRfER TO BESGARIFFD
NOT N SCALE SEPTIC_ SYSTEM PROFILE,
,mPT H.,IL. /-
RA�
TO ,�,�
GRADE
LIWIILdIW6 I f 1 I ] n
'FINISH
LADE -�
LasT WON OF DURANCE COVER BUILT TO
GRADE YAIH BAIX AND MORTAR
1In 1 t "1 1 nIILWL.LWLe11Ji,I
CAST PAN OR OOM
WITH
CRIME BUILT TO LAST IRON CR CONCRETE
IT' OF GRADE III D,1 I'J41I,r Dq �l I COVER BUtr N WITH
#". INIEi
BATTLE STONE
2 MWIIIJM
�- 6" OF GRADE
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OP 5 c969L,
A
EER
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DISTRIB UTiON BOX
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91.0
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STTAA BASE 5 (
ORMnove',p.R
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CROSS SECTION A A VgEV/
LOW GALLEY
„", M ,G.B
.�\1, c� r
Y�6,L/o , l _oT 14 �� 1\VI
5F CY
,pPb o Lo \ ro i �. r
F
TA
� Re
i al
s 2
o RIB DO Or YI
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IN
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h 1
I
4
N00 Too - b O J INIACCC
-
L
c a Ee�1 A 00
98 I 1
�oaosP� 2MPERvlovS Rix[A'
/ 1Toc = 2451 nF,
. vy I-IicvSE t GJ�>;lw¢
{JRwEwAY -O$4$ SF
.(O}NL a POGO 5F. —9,82 doVC4AGC OR L✓T �`
99
SOIL
DATA
DATE OF TEST' 3125/e
INSPEC GGR: _d€y_vy
rJocAsoN_
PERFORMED BY KEN FoR4
EiL
_
99 c TEST . PIT # 115 0
99 o
TEST PIT # I DB
q�L win lo'
5ai
ycAN IL
51�NtT(
:SANW
Sv$Sol1.
9410 36'
SBO
b,ug501L
3(
STONE
STONG
2orx5
sa-xS
(�RAv[�
c.rAuu-
SAND
SAND
89 0 120'
eg 0 1-121
WATER
32�,,Aei *3'FhcmR - 96°'IDGStbN
OF PEP, COLA
E. 58.
PAN RATE
PER INCH
RR�Y.FpETIED
SITE PLAN
SCALE P 30'
SITE BENCHMARK: TOP OF 60NGQC7E BOUND ON!<RNER GF
KEEN c4.lvC
EI v. = loo.00
SEPTIC SYSTEM COMPONENTS
SEPTIC TANK USE LESS GAL TANK AS MANUFACTURED BY NOW
CEMENT BACK MET. OR APPROVES, COMPARABLE
CEME MUTE
DISTRIBUnON BOX: USE M SO, AT WTEAFF AS MANUFACTURES
BY WIN CEMENT STOCK CORP. OR APOROHD
COMPARABLE SUBSMUIE..
LOW GALLEY: USE LOW GAUDY m• As MANUFACTURES BY MIN
CEMENT BmIX COAR OR APPRLLED COMPARABLE
SUBSTITUTE
1 BAR SITE LOCATION
SYSTEM DESIGN DATA A°R-'"� B°"-STAMP IFTM'INHUMAN
AND SEAL OF
CAPACITY _�_SEDROOMS AT 110 CAL/DAY 330 CAL/DAY
SEPTIC SYSTEM DESIGN: .3 LOW GALLEYS (4'X8') WTI STONE
SURROUNDING GALLEYS
SEPTIC SYSTEM DESIGN PERCOLATION RATE: 10 WN.ClNCH .PLAN J
SEATO SY9EM DESIGN CALCULATIONS' RTH, NOTES
SIDEVLALL:-11-LL0NG X 2 SIDES XLDEEP X I_O CHAISE = 93 GPD
ENOBALL: J2-LONG X 2 ENDS XLO4DEEP X l oGPD/SE = 35 GPD
BOII JOV a2• LONG X B� LBDE X c PO/SP = X11 GPD
TOTAL
SEPTIC
SYSTEM
CAPACITY
_ 33R GPO
GENERAL NOTES
1.) THIS SHATEM SHALL BE INGREDIENT µREV ECE v0 AREA NUY EMAVAnn AND ALL
RO PO UCH ARE In ME Cv'H AI NIPPY G- LOBOARD OF HEALTH AND
nl£ D ENGINEER WOOD Try_ SYSTEMS APPLY PER PROPOSES
zJ Au W .D SHELF MUST HAW lEM MAN O PERCENT MATERAL PI MAN BRANDS? SLID
CLUB AS DEMNITHD BY THE ARAB) TEST METh'M i tr AND T z] (V TEST DEMONS)
J) THE DISLIBUTION
BOX AND SLEM TANK. STRALL BE PU AC) ON A MINIMA 51X (e) INCHES OF
COMPACTED T MINIMAL OR GO
SE T°ALLOWANY
4-) HOT CONTTRALNft�ALLLLNOT HGVY EQUIPMENT BE ORMATm OWN ME NMIIS OF
N M E DEWAR DISPOSAL BOYMP DURING HE LgNSIRvcnWJ.:
5) M10 FIELD MODIFICATIONS SHALL BE MADE N ME sYGMY ry1nIWT MAPS KARSTEN APPROVAL
FROM ME ENGINEER AND ME TOW 90ARD.LY HEREIN
8) UNLESS OTHERWISE NOTED ALL GROOM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE MAN
ME GIRRENT SALTON of MITE 5 OF. THE SLATE ENLIRWJMENT L COD£ ND ANY APPLLGBLE
REGuu
AT AL
OFB
]) TALL PIXNIs pF IE SECnDN WATER LINES 0ENUR HUE$: ,ttHNT CAST
Hv PIPE ST
B£ wsrALl£D FOR BOIx uN£s FGR lv. CN OTHER sm G` ME
a) OR BOTH FDIC SOULMECHANICALTHE
TERSE ALL POINT
AV PO
&) LRWR SHALL BE VINO AT ALL p01NiS WHERE PIPES pinR AN PAN qLL ARRANGE POTENTATES
POTENTATESINPRo
DE E a RTIGHWT SEAL
NI
u s.J ASH up IONIC W M£ SEpTIc TANK sHgLL BE s£a(£B.INM NEWRN£ CAMEOS qR
ASPHALT CE
A
.). ALL PMA PIPE UNTILSHALL MEET O OCR
1 BY
t) SOME MANHOLE LOCHTI ALSBE SHOW
DOC ON
OR PRECAST MAY
E PRECAST CGVCR
NOT BE 5igNpgRD
MUSTTAR BEARCAM Y
LE PECIA ORDERED FROM ARE IEft
OM ARE GRAU3
ONTR
12J ME O
CONTRACTOR
CTO SHALL IXAN O qLL
IADAPADAPTABLE MAT THE GROWN qv
1TI CHI5, AREAREGULATION
ME LAN S
PLAN AND WITH CIL A GRANT. OR
RAVVITABLE COARSE SA UU
P n F 5, R£WLALS
nf15
ATINSE
FI L MATERIAL OFSIT£
FILL MATERIAL SHALL A PERMEATIONS RAM by ONE (I) INCH IN LESS
AN P/A) (2) MWUIES AND SH(!L. NOT CHNTAIN FINEST QAr ppGAMC i'OR. SUMPS OR
NOT CONTAIN
STAIRS
CTENTI
t3J A CENTIGRAM OF COMPLIANCE BV nnF 5, STATION `DBP GRgPH e
CAGRACHIIftED
MUST BE OBTAINED BY OF1502
ME IF TN
C CRLPNICONTRACTOR
IF CONSE
MUST AN ONSOMETCR EN
CONFIRMED By AN ENGINEER, .MEN c°NIRAcmR Musr x°nFY !HIS CEFILE PRICE ro
S KY M PRICE
BE OL
u) NEXTRA STARTBE RESPONSIBLE FOR M£reIFnN6 TIE ACTUAL Lo/AnoN OF ANY
EXSSN..
EX HIND AGENTS SHON
GRO ON PLAN
PLANT
I5.) IRS SEPTIC SINME Is O ENN FOR ME USE OF q GARBAGE DISPcsAE UNIT W oMER
RESH USE AMOUNTS
DENLEs WISH vSH LARGE OF WATER
16) SHOULD
nC TANK SHOVm BE INSPECnD ANNUALLY WAR
BE INSTITUTE AGENT, D-'TH OF SCUM AND
sOJ°S IXLED ONE-THIRD (I/J) THE OF THE i K SHWm 3E PUMPED IT IS
SHUT CR
BE
O
REL°MNLNDEO MAT ME SEpTL TANK BE PUMPm °Vi AT (EAST ONCE fMRY YEAR,
E PUM E
19.) SOIL LAND MDICAM SGL LVW WI10N£ PERMEATION RAMS AND WATER MALE DEPTHS
DAMAGED AT ME SHE AND LOCATION OF ME SOL INYESnGAnONS AND SHOULD BE MRIEIm
BY THE ECNMENTOR/EXLAVATOZ AT ME PUE CONSTR CCOR BEGINS. A, GROUNDWATER UP
WEIGHED WATER IS PROPOSITION AT WRIER ELEVATUR MAN MUNG i-O ON ME PEW, MEN
ME LONTRACICRAMOVAICR $HAu. ROOMY ME LOCAL BOARD M H£ "I
20) EROSION CONTROL BARRIERS SHALL BE STAKED PRIOR TO ANY COIRSTRINCITCON OR EXCAVATION� AND
SHALL REMAIN W PLACE UNTIL ALL CONS IBVCTM, GRADING: LAN ORB )AFFECTIONS ETC,
ARE COMPLETED.
TO) ME SEPTIC TANK SHALL 8E IMME WTH INUT AND WRIT MEN ACSOMINC TO ME ) I` `-
R£WIREMENM OF MILE S ,
age
LIXY TM,15 BSYAI�
)ZbMtG LCTk 14
A¢EN 'eANE.`DARHhUNIrN HN.. PLAT A0 LOT 2-IT
SAI EIG G)GGV ALI sIONLY
,EON DESIGN ME GROWL WL ONLY
SUBSURFACE SEWAGE DISPOSAL SYSTEM
AUK A HETLREUR RE
MCI
/✓o�MAN �E�F;EPRP�
MAUK,BOUCHER :AND.. HEUREUX;. INC.
QHCUUX PAA4
CML/ENVIRONMENTAL ENGINEERS AND LAND SURVEYORS
648 AMERICAN LEGION HIGHWAY WWETPORT, MA 02790
TELEPHONE(508) 636-5905 FICA. (508) 636 24F1 "r
�$ MANE
HEOa `Ux CONTACT PERSON Al1Yxd gGpQ VX 'CHECKED 6Y ASH
DRANN BY. GHE-
Ne. aBsn l ED BY AaH
\� AE6Iffifl�p�" DESIGNED B�µA- DATE
Y : II�94
�nn;IpL CI� PROJECT NO.: 450-oN ORiWINGNO 450 O10A
Eu._.W 66LcL�
DARTMOUTH BUILDING DEPT
ZONING REVIEW L7,pf
TO: r.ENGINEF.R PLANNING DEPARTMENT
rFILE/NOTEBOOK XBOARD OF HEALTH
CONSERVATION COMMISSION
sx+x+.ss*xsasxxxa+r+rrxxxx+a+as+rxesxxsssxxsxxxa+.+sssx+.+exssxxxx+rsrsssxs+x+
PLAT LOT 2-(% STREET NAME Kcx ^ ^
OWNEIUSNAME k)-rt r"rn SUBDIVISION &LOT#Lv46*leFSb'�Stq
CONTACT PERSON R Ian B cuceox, TELEPHONE#6e6- 9 rS'
DESIGN PROFESSIONAL AGENCY M O- 1 B �4 N S
THIS PLAN WAS PREPARED BY A _ SANITARIAN _ LAND SURVEYOR
X PROFESSIONAL ENGINEER (INDICATE CIVIL, STRUCTURAL OR
ARCHITECTURAL OTHER
11 CHECK APPROPRIAIE ANSW£R R91EWE PROVIDED, (MOSS OUT INAPPROPRIATE .M'SVER
After review of the site plan for the above noted location I rind the following:
I. Zoning District �3" Vacant Lot X ves no
Date or Lot Creation 1-Ar- 9 Zoning District appropriate a Yes _ No
2. Street � Existing, _Public, _ Private, _Ancient Way
_ "paper" has it been Bonded _ yes _ no Street complies X Yes _ No
3. Frontage 2Ya7' Lot Area o6go't/— yot cob
complies ryes _ no complies L yes
Percentage of Lot Coverage maximum allowed(ee # 8.
G. Current required setbacks for this site are ,0 From -2 other sides.
"Graodralhered" setbacks (are) (avR=eon) allowed, for vacant lot only, at aQ front,
M sides and 30rear, per 1997Zoning for Main Use. Exempt setbacks existing _
yes )(—, no Exempt setbacks will exist due ((o 'Grandfat�hry R¢hfs K ves
t).' iu DiegTE' $vr BHctz A 01.09 sr lKKCH 1 DF`Pa-YaTw-r 'irx�n064�
5. Off -Street Parking Driveway
complies A yes _ no complies hyes _ no
6. Cellar Slab elevations _ N/A rregnircd complies kyes
Benin of foundation from bottom of footing to top of wall 175 or it.l'eries-
rwn---tn
(over)
]. Accessory Stracmre(s)indicated_ yes 4,n. Setbacks comph _- _-o _
8. Aquifer Zone PH4 1 (2 } Maximum impervious curer is 10% of lot area.
9. F.I.R.M. Zone C- elev - Panel # 250051 00 doe date 7 3-AC
Comment �
10. Other Overlay District
Comment
11. Zoning Board,,tcfAppeals action -Knot required _ is required for the
Was granted - Case# for_ Variance_ Special Permit
12. Certified "As Built" REQUIRED Including top of foundation elevation in
actual elevation numbers, not assumed.
13. Submit further information _ No X Yes. If yes, refer to items) #_.
14. Project will require to] [her review when new, revised or requested information is
submitted In any agency.
15. This Zoning review does not indicate compliance with any other Agency,
including, but not limited to the Massachusetts State Building Cade.
16 Building Department Permlt(s) required X yes _ no
17.
Submitted by,
7d 4 �-,--
David J.Silveira
Building Commissioner &
Zoning Enforcement Officer Date i Z- 1-9f