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INVERT A
FIRST, 2 TO T BUILDING. _25:0cS j
M, N 2 E-
/ OF P...ASTONE
----- --- BE LEVEL INVERT IN S 4
SEPTIC TANK, 2, _25 4 BEDROOMS AT 1/0 G.P.D. 1 E I
_ 1 OR F 1 L iER FABRIC ;-
PER THIS PLAN IS FOR THE fl�SIGN AND CONSTRUCTION
IN1ERr OUT SEP' TANK. 24.0 BEDROOM ,
- - L"QUACS 9'10 G.P.D. 0i TNF_ SE{3AGE DISPOSAL SYSTEM
AND -PF_RMI TT1NG
3/9" - I 1/2' DIA.,INVERT IN `DIST. BOX: 23.87 ,. ,-PURPOSES ONLY.
2 # _ NO GARBAGE GRINDER
x
\_ �_ _ 4.O __ 2,3.7 2 h 20 �� DOUBLE WASHED STONE .' INVERT'OUT DIST. BOX,
GAS
4 _
2 ,25 2/.5
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BAFFLE' 23.�i _23.5 .----�-_---- _--_.._..-� .____._._ INVERT': 114 LtACH'CHAh!BERi 23.'5 2. VERTICAL 'DATUM, IS APPROXIMATE NGVfl, .FOR BENCH
;- EP T I C TANK REQUIRED:
NARKS SET. SEE SITE PLAN
OUTLET, 3 SOOGALLEACHING CHAArB�Rs BOTTol of LEACH CHAMBER. 2l.5 •
-- 940 G.'P.D.
D�BOX W/4' STONE AR , X 200N 880 GAL.
OUVD. 33 r x 25 1 x 2 d ADJUSTED GROUND WATER: N/A
1500 GAL. _
H-20 SEPTIC TANK PROVIDED: -1500 GAL. MIN. 3, ALL CONSTRUCTION METHODS MATERIALS
_ OBSERVED GROUND WA ,'1/A
AND MATERIALS AND
SEPTIC TANK 6 CRUSHED TON TER __ _ E
S E 0R _ w - MAINTENANCE OF Tri._ SEPTIC SYSTEM- SHALL
, i 20 COMPACTED BASt BOTTOM 0 TEST HOLE # l . 16.5 SOIL ABSORPTION ]ION SYSTEM :REQUI REG: CONFORM 'TG MASS,
D.E.P. TITLE 5 AND L.OCA L
DES/GN PERC RATE( 5 MIN//NBOARD OF HEALTH REGULATIONS. <_
PROF I L E NOT TO SCALE_ SOIL' TEXTURAL CLASS
EFFLUENT L. OAD I NG RATE - - 0. 74 GPD/S,r. 4 ALL SEPTIC'SYSTEM COMPONENTS LOCATED UNDER ;
7L
CONQ T
S nn c
! f f N N\% TES 990 GPD / 0.74 -GPU/SF - 595: S: F:GR A
REQUI RED AREAS SUBJECT TO VEHICULAR TRAFFIC: C '
R E TER '
OC' svw r
THAN 3' JN DEPTH SHALL,BE CAPABLE 4F WITH -
THE 3-500 GAL LEACHING CHAMBERS 6TANDING.H-20`
THE WORK LIMIT SHOWN SHALL 8E FITTED WI TNA -SILL. WHEEL LOADS.'
Q FENCE AS RE BY THE CONSERyATION COMA4/SSlON. W/4 STONE_ AROUND. A-606 S.F.
0 /
THE FENCED WORK L 1411 605 S.F.x 0.74 - 998 G. P D. 5. L S c
T_�HALL CONSIST OF A CONTINUOUS. ALL EWER PIPE SHALL BE SCHEDULE 40 PVC OR
vw 2 STAKED. DUG -IN F.4 BR IC 51LT.FENCE. THE FENCE $ A APPROVED EQUAL.
��. H L L
REMAIN 1 N' PLACE. UNTIL. THE DISTURBED `GROUND ! S /
/ Y S O I L TEST l /-� % e
STABIL,ZED'COMPLETEL,. PROVIDE ALTERNATE S1 -- r D � 1 � 6. SEPTIC TANK AN:J D -BOX SHALL
TOP WATER i. d - 19/23/?.0lO1 `: .:%
l.T FENCE 8E R�lNFORCED
. UCH AS STAKED HAYBALES IF NEEDED AS DIRECTED BY THE PRECAST CONCRETE c.R APPROVF_D POLYETH POLYETHYL INDICATES 57 INDICATES Y
PrR YARMGUTH QUAD SHEET �i/ r PERCOLA �.� C ~
• ��o CONSERVATION COMh.ISSION.. T10N __,. OBS,_RV�D BOTH SHALL. Be WATERTIGHT. D -BOX SHALL BE NATER
5�/ P
TEST =' GROL'NDr�'ATF_R
�� \•,'' _ : TESTED FOR LEVEL WHEN THERE IS MORE
_ THAN ONE
2. NO CONSTRUCTION RELATED ACTIVITY SHALL OCCUR ON THE OUTLET:
rpt; Tp/ ,
SHED TO Be_ yl WETLAND SIDE OF THE WORK LIMIT.
f�ti .,• � ,, REMOVED 0
,. � • 0 , HORIZON TEXTURE COLOR
7. BEFORE CONS TRUCTI ON. CALL ''D/G-SAFE
J. ROOF
o,
0 - S _ _
F DRAINS SHALL DIRECTED TO SUITABLY SIZEr7 I 888-DLG-SA,Fk AND THE LOCAL WA TER .DEPT.
r
ILL FOR LOCATldh OF UNDERGROUND UTILITIES.
DRYW� L L S FOR S TORti1WA TER RUNOFF CONTROL.
E „ :
• r :, .• 0 ,•: ,�,__ . aj i
! 2
25:5
4. !NITIAL SOIL STABILIZATION b/THIN ThE `
WORK LIMIT 8. EXISTING CESSPOOLS TO BE PUMP
LOAMY lOYr?, ED DRY A.VD
/ _SHED TO RESHALL BE ACCOMPL I SHED BY APPL I CAT ION OF
RELOC MULCH ANG/GR SAND BACKr- I LLED.
r ,
,3/3
/ /•" LUAM AND SLED WEATHER PERMITTING. TTIhG. 16 _
25.2
T F
LOAMY ,. -70YR 9. ALL UNSUITABLE MATERIAL (A u B HORIZONS),
_ ACCESS FOR DEMOLITION AND CONSTRUCT/ON SHA SAND 5/8. ENCOUNTERED BELOW THE /J4 >
FENCE POSr s:s . ALL Bh V/A VERT OF THE LEACHING
L 0-�T 6,j
w r THE 2q .... .......... .......:............
THE STREET SIDE` Or , hE PROPERTY 48 Th L /MI TED A(, - 24.5 FACILITY l TY TO: BE REMOVED FOR A DISTANCE
j`3 471.1 SF UPLAND: cEss _ of
1 _ MED I UM
AS SHOWN AROUND THE PROPOSED DWELLING 51 TE. lOYR . AROUND` AND REPLACED WITH SAND IN ACCORDANCE
c l RDAVCE
\° SAND 5/8
a P� WI Th TI TLE 5.
r ^_f 42
6. ALL. DEBRIS SHALL RF_ LADED FROM
•
<" �� R THE S 1 TL AS 1 T 15
a! ,PRODUCEDr/0.
-
n
VO DETERMINATION HAS BEEN MADE AS TO
• °, AND TRANSPOR )'E'D TOA 5111 TABLE' SGL l D WA., TE _
/O
t►
.. .-. .�. �• _ t�7" - : COM_ 1AtiiE. WITH DEED R�c S_R
lCTIGNS OR ZONING
RFGUI A
_ TIONS. IT SHALL REMAIN THE CLlEN)S
.• 7. REFER TO ANY ORDER OF CONDITIUNS'ISSU - RF_SPONS181L1TY TO 0 1
- ED FOR rHf BTAIh ALL PERMITS. SPECIAL
/ PERFORMED WORK ACTIVITY _ - - NO WATER
- BY THE YARMOUTH- CONSERVATION 120 VARIANCES ETC. FOR THIS PROJECT',
l6 5
PERMITS. TS .
COMMISSION. .
DATE: OCTOBER 7, 2010 0. . 1 T SHALL REMAIN THE CL I ENT5 RESPONSIBILITY
4
f- TEST Br: STEPHEN II,AAS TO HAVE THE PROPOSED BUILDING FOUNDATION
/
0 �� , ^. WITNESSED BY: AMY VONHONE.' --DESIGNED. TO'ACCGUNT -FGR THE EXISTING GRADE_
R,:
FERC ,
_ 1T -.C 2 MIN/INCH AND SOJL COItDITl0NS AT THE LOCATION OF THE
\.. [i' - - •:. •. ; •.. J.S.>`. ,,,;: .. ,.. - -
_ c. _. - ;-\. .; ,- �. .. .....:....: •. `;;._. ;> `. PROPOSED BUILDING.
AM 0?0
/ - _
t
. 4.... >:. 5��oa�t�t Health Department
0, / 3-500 GALLON
C u. APPROVED'
L' EACH(hG CHAMBER, O
w/4 STON£ .4r?OUN)
- � P : .• ,tom
-
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P i'
p D-9Ox t i I !w D/ A /V "Z:: MO f? / -
rM \GSEAL DR / Vf__ "AP e59 . PARCom•L / O
a P !
\° .1500 GALLONorN
e}
SEPTIC
C `
N K.
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a1PREPS Fr'� U F -OF'
J Et i
KA VAA1AC_7
LEGEND
L _O`C1 S
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cR CONCRETE BOUND -� SCJ (J 7 �'£3 lJ, Y ROAD C iJMF_-? L .� /VLA