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ACCESS C'OY'EF5 ML'51' EE W1 TF /K` 9 :M;raIMUM. INVERT EL E VA T I C)IJ;� DES! GN "CP, l TER f' ; AG'E NERAL NO TES
6' OF FINISH CP,ADE� /r"' MAXIML!M COVER q
.� INV96.
'ERT AT 6UILDING: _x^ DESIGN FLOW:
100.02
--`I` FfPST ?" TO 1NV'ERT M SEPTIC TANK: 97.85 2 BE`DPOOM5 AT 110 G.P.D. PEA' T,iIS PLAN IS FOd TH,- DESIGN AND CONSTRUCTION
- 8E LEVEL 7 M!N 2' OF PEASTONE c OF THE SEWAGE DISPOSAL SYSTEM ONLY.
-- \�-_ +-- f INVERT OUT SEPTIC TANK: _97.6 BEDFOOM ELUA:L. 220 G.F.L.
+ C/nN o1FF ��T - ��__����r✓� INVERT !K' DfST BOX: 97.45 _
-� -- `/` f 112 Df<' NO GAPBFGE CRINDEF 2.. VERTICAL DATUM IS ASSUVED. FOi7 BENCH MARKS
Ci✓' DOUBLE W<SfiED STONE iNVEkT OL'i 01ST. BOX: _97.2F F_
9T^b, `7. E_ 9A� 2 • o SFT, SEF SITE PLAN.
/ q Gas 7 4� / � � S7 14 , ',},95_2 _ INVERT IN LEACH CHAMl Ek: 97.2
97. 65 eP'Fir� . _�i:J -� _ - SEPTIC TANK REOU PED:
OUTLET r C R EOTiOAI OF LEACH CHAAISEk: 95.2 220 G.P.D. )' 200x - 4 J. AAL CONSTRUCTION METHODS AND MATERIALS AND
z-5oo r,.A,- LEACHING HAM.,,.P.� QO GAL.
D -BOX IY/4' STONE AROUND. 12.d.p x 25'1 x 2'R ADJUSTED GROCNC NAI'Eh: NIA SEPTIC TANK PROVIDED: 1500 GAL. MIN, MAINTENANCE OF THi-SEPTIC SYSTEM SHALL_
1500 GAL CBSERVEO GROUND NATER: _N/A CONFOR.V TO MASS.:D.E.P. TITLE 5 AND LOCAL'
SEPTIC TAIVA 6- CP,'JSAEO STONE OP. SOTTCAf 0c TEST HCLE +1: 87.7 SOIL A8SOPPTlON SYSTEM FEOUIR£D: BOARD OF HEALr.R PEGULATIONS.
COV°ACTED BAS,_ DESIGN PEPC RATE T 5 MINIINCH
SOIL TE)'TURAL CLASS - 1 4. A,•L SEPTIC SY.STEAf COVPONENTS LOCATED i7NJE',7
Pr? OF � L E • NO TO SCALE EFFLUENT LOADING PAYE - 0.74 GPD/SF AREAS SUBJECT To VEHICULAR TRAFFIC OR GR£.STEP'
220 GPD / 0.7-e GPD/5F - 298 S.F. PEOUIRED THAN 3' IN DE'TH SHALT- BE CAP,16i-E OF Wl rH
STANDING H-20 WHEEL LO40S.
PFOVIOED: 2-500 GAL LEACHING CHeMEEFS
�t W/4" STONE AROUND. A -17t S.F, 5. Ar -t S,-WER PIPE SHALL BE.SCHEDJLE 40 OR
\' 1\1 471 S.F. x- 0.74 - 3A8 G.P.D. APPROVED EOUAt_.
TES
_T. T 6. SEPTIC TANK AND D-PDX SHALL BE REINFORCED
J0.1L_ l E T r I DA l A� PRECAST CONCRETE AND W4TERTIGHT. D -BOX Sr44LL
s]7 GxtLov BE WATER TESTED FOR Le VEL WHEN TH,-PE IS MORE
trA:d/h0 CNweras / INC/CATfS �7 - INDICATES THAN ONE OUTLET.
+ PERCOLATION O85E4V_D
\ Aa' STO//r A7ClrF! ` 555 S
'� TEST _ oJ?OUNDN'ATER
\' 4Y'Ei1"'�"� BEFORE COtVSTRJCrioN CALL 'DIG -SAFE",
= _ id r.�7Z..� , Tf'1 1 -8,96 -DIG -SAFE AND THE LOCAi. WATER DEPT.
r 1. cessroot
CATC4 EAs1N 1.rte' _ FOR LOCATION OF UNDERGROUND UTILITIES. -
��cc ... , n O' flOR 17011 TE).'TfIRE" COLOR 100.2
17JN-DC'. 66 CJS .� =�_----
' - y' LOAMY /3
�--. C a-ecr i 8. LOCATION OF E.YISTINv' CESSPOOL IS APPP.OXIMATc.
- -- ' SAND 3/3 CESSPOOL r0 BE LOCATED. PUMPED DRY ANO '
!w- A 9.2 BACXFfLLEO.
l LOAMY IOYR
SAND....... 416
98.2
9. 1NVERT AT THE DYELLING TO 8E REL Ot,
r0 THE'
LOCATION ANO ELEVATION .SHOWN.
n i i•^ r FINE IOYR
1
SAND 6/6
.n L / ,.:._ eq• 10 THIS LOT FALLS #I rHIN ATONE II AREA OF. s
fl-9?.?5 �` any _ m n / /• \ U p + I ( n
m x / WELLHEAD CONTRIBUTION, rHF OWELL INO IS LiMtTED
TO THE EXISTING TWO BEOROO,VS.
m.
�, ` of
CF'f fND �9 m ,> _ `'/r,C'� SILT I OYR -
,_ 512
90.7
Rn _. - SANT 61E
150' I NO WAi cP F7.7
DATE D£cEM?r4 5 200.3
\\ *' / TcST BV: STfP-"SN u A5
\ y \ d� i ` , ! ' \ i IV/ TNESSED 8Y, AV x iOIJHJVE
'AREA. 6. ASF-' 3'. F, y PERC RATE: ! 2 V'A'fJNCH
i
\ 5,W S P T/ C SYS T r�-.M LJ E c i C� /�/ )ti
\\ * 42 U/v / 01V S TREET - MA r" / 2-4 . PARCEL / .30
\\ RREPAREC FOR .
S / C G'RO VE 5 TREE T. PJGRWE-1_ L M.t1 02Cf� /
1
SCALE: ! �- 2G A,.ARCH 22. 2OC4
H REVISED: MARCH 22, 2005
cus =�'`' c c F J N C
:�, VARiANCt_ REOJIREG EAGLE CURVE=Y f f`JC�
i 923 Ro u t e 6A ;
TELE _S. MAXiM:1M FEASIBLE COMPt IANCf
/ �� J YarmoutInport MA. 02675
SEMOII 15.1(1. (i) MiNiMUll SETBACK D15iAl10ES
= r - - r - r, � 508 362-8 1 32
*j) ! 0' ,S R£O(ltRED BETN£E,1 TH_ .tPTfC TAM; AKD h- PROrER, ✓ C,A'_' /% (5 8) 432-5333
IS PROV,DEA. A 3' YARiANCE ;S RECUESTED. // ... O
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