Decision 1681 - Site PlanSECTION - SEWAGE
,Vo Im - � /-/CT j /L E.UG F/S
-SEPTIC TANK - - "D" BOX - -LEACH
TOP OF FDN
/O. OtMSy•
"2" OF Ve I Nz"
G.QAE7E NOTE: WASHED STONE
CNAti/CaES ONL REMOVE ANY UNSUITABLE MATERIAL FOR A DISTANCE
.�IPdC.ltiD TN� OF 10 FT. AROUND ENTIRE LEACH T26w c"
AND REPLACE WITH CLEAN COARSE SAND.
4 ccw.vDaTiO•a./5
'�/a/�•_O %/PL CO. n/9 P, TcN �c, /FT. 60.005),0/rcAw 7.¢0
•
OUT •' /� JCL•."S_ OUT -I -Gs Lo�4E5T -
5'f IN. OUT- Er.+tl IN
200o G- 38'f
8.33 8.22 7ANIFt 7'97 '766 A
ELEV. ELEV. ELEV. i I
ELEV.
.7.92 7.75 ELEV.
=2.4 _ 4
ELEV. ELEV.'WET 5A.L/D
MgJC/MuM 1'E'OT/-/ TEST
i0 ELFK 50W-&1;7.3/aF of
NOTE: 60a/TN 67,QEET -� o' OF N" - 1Vz"
BRING ALL COVERS TO WITHIN WASHED STONE
1 FT. OF FINISH GRADE.
BELOW P�P6-i
TEST HOLE LOG GEo DECoiEAU- YfiR, BD.
TEST BY
TEST DATE A.I.✓.[j9f /906 WITNESS
DESIGN
T.H. s 2
�- P.eO PaSED
iOTLiL-/Z� BEDROOM HOUSE
TEST OLEO ¢ ELEV. i='' ELEV.-S.3 1 NO
//.n/ /.F 0Z DISPOSER DISPOSER
N/ET S.I(,t/b Go.v.0 1 Sr�6so/c.. PERC RATE MIN/IN.
EnJCoc>NTe ED G Z¢" 6.3 FLOW RATE /3Zo (GAL/DAY)
EL6✓. Z.4 /ti SEPTIC TANK /3Zo x (/.S)= /980
�zF✓, T, W. n REO'D SEPTIC TANK SIZE 20o0
1A/E5i S/D of CLE4,V N%EOtUM
.�ouT.Y ST,
311;
1
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y LL_ EL E✓.4 TiO,t/S .5,c/oW.t./ i%.eE M. S, G,
6
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o d 7x8 Er/3ttn <2i Sfo y I 8.2
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4 aA�
4') I .2/VEE
,oroNos<t/-C2 /
3, 9' sfoit/Wnos fra-mc ..v� �___� TEST t-/aLEI
-
G)Bedronnas� I =-===0 TELE✓.=8.s 235't �
/ To LEACH FACILITY h f I B'Bn- I +`
/09J
SIDE WALL 32'xxZxGx(Z-TI a 9�no G/D. y ) i
Ie/tiE S,riNo 32'X Z' x 6 x /O -384 G/D !f$ 7 v 1I Ur/c. Q/r£4
v Pe TOca
g£ LOCYFD
TOTAL=768• _ /3li�G�c oJv
TEST
6.5 7.1® `
zone) GdL. SEPTiG iHti/.C•
C)87 ,...
/D8` -'O.'J
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n0 Wi><ncs5�
(
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B \
n
\
'USE:
USE: «� LEACHING T2EycNEs
utETSd/✓De
CLE✓. 0.4
J a
x
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I�
i
E�cN; 32'Go.vCr K Z'W/D6 1c /'DEEP �.SELov✓F//�B)
I Q. i�
�'
WATER ENCOUNTERED
E/c%-772
fo o>%' 5"S.
NOTES: (UNLESS OTHERWISE NOTED)
f; M �M ZS Pu
1. DATUM (MSL) :L TAKEN FROM --.____.-•-__ _..__8�4N1@
2. MUNICIPALWATER /rte"__ AVAILABLE /
3. PIPE PITCH: Off PER FOOT 4�5E@ <I/bC✓ �- /O
4. DESIGN LOADING FOR ALL PRE{AST UNITS: AASHO • -44
5. MIN. GROUND COV ER OVER ALL SEWAGE FACILITIES: (1) FT.
6. PIPE JOINTS SHALL BE MADE WATER TIGHT
7. CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM. OF MASS..
STATE EN V I RONMENTAL CODE TITLE 5
8.77VE EtL/ST/.VG BU/LD/A/G /5 7-0 6)'� .ex7/SED, iZ.i/D
A? M/A.//MVM OF c5i G0025ES OF Go.t/rQET£
BL.OG/G /5 TO BE .4DDE0 To THE P.QESE.sIT
FnUNDL7T/DAJ, BQ//clG/.c./G 7�/E ToP 7b EtE✓'aTic,v
STCve j udr-E, BoTN
EY/s Tit/Cr. f` P.P-0POSED, /S Ta HA✓E A C,P.AWLS/eF1GE
BE.VEf1TH Wf-//Gh/ /3 .B�7G,6c /�/-LED )�//TH tS.Uzl:/ZJ
To EL F_l/4T/O,V 7o
CONTOURS (EXISTING) ----------- -
(PROPOSED) -000-0-
•(PROPOSED)-O-0-O-0- APPROVED
l� d
Yv
eowu�.ra SIM i �'�� icr9
21./,� I j ----Q- DISTANCE AS CERTIFIED
11'rfCtSTEi �f I HEREBY CERTIFY THAT THE 13UILDING jt srl e
SHOWN ON THIS PLAN IS LOCATED ON THE °j°•.;
GROUND AS SHOWN HEREON & THAT IT - .
CONFORM TO THE ZONING BY LAWS OF THE 9 3
TOWN OF
REG. PROFESSIONAL ENGINEER WHEN CONSTRUCTED. DATE
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i RECEIVE®
CIVIL
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- -
BOARDOFHEALTH - "AIIN "r'G7tEGPlAN g"ISCJ OEVOR
Y'4R"OU7'Al MA Yarmouth & Orleans, MA
SITE
Locus: GoT 5"-,- s
REF: 444"2
PREPARED FOR:
PLAN
'T/-/ ST,BEB 7-
I
I UTH 1v14:5 s.
'.WS.S -w 9190
SCALE lIP.C/L,'/94
DATE 80-00/