HomeMy WebLinkAboutApp# 4319FjcHT r-L-P-vATjo mm STEP'S
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FINISH GRADE G -'6-, �
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FINISH GRADE OVER
SEPTIC TANK o
M1
12" MAX.
3„
G 2!!ao'•
C.I. OR PVC TEES -LL -4
1500 GALLON
PPECA S T CONCRETE
H-20 PEINFOFCED
SEP TIC TANK
INSTALL ON LEVEL BASE
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FINISH GRADE OVER
DIST. BOX G
OUTLET PIPE LEVEL
FOR 2 FT. MIN.
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G
FINISH GRADE
OVER TRENCHES
TOTAL TRENCH LENGTH =�
3' OF 1/B'-1/2'
(DOUBLE WASHED PEA STONE
3/4" - 1-1/2" DOUBLE WASHED
G/
SIHJ5U ON SO)' «I e
_CRUSHED STONE
INSTALL ON BASE
LEVEL
/1/o�t/ q
TRENCH SIDS'" SECTION
TRENCH END SECTION
NOTE' EXCAVATE TO ELEV, OR
LOWER TO REMOVE ALL IMPERVIOUS
MATERIAL BENEATH THE LEACHING AREA`
REPLACE EXCA VA TED MA TERIAL WITH u .,. , , 3' MIN. DIAM. i-� 3 " OF 1/8 "-1/2 "
. DOUBLE WASHED
CLEAN, CLAY FREE SAND
--- T
3/4" - 1-1/2"�> b1 f PEASONE
J p 4 Y
DOUBLE WASHED
f r,r
CRUSHED STONE
GENE PJ -L' NO TES TRENCH WIDTH --
1. ALL ELEVATIONS SHOP✓N ARE BASED ON ASSUMED
2. ALL PIPES IN T"'c SYSTEM MUST BE CAST IRON
c' s7PFDSLE 4.1 PVC. OSSEP K4 TI011 P -T T
c ✓�n i. kLTH MUST BE NOTIFIED
IS C . �'= L ETE PRIOR
TO BACAFILL11119 PERCOLA TION RA TE:
4. ANY CHANGES I?? .THIS PLAN k'UST BE APPROVED <2 MIN. /IN.
BY THE BOARD O.._ HEALTH AND CAPE 6 ISLANDS 1'/ITNESSED BY.' _y__
SURVEYING CO., :NC. o-, sllv.k"..'.,
PETER BRYANTON
5. MATERIALS A/✓D JUS TALLATION SHALL BE IN
CONOLIA NCE r'ITt- THE STATE SANITARY �2py BRO. OF HEALTH D 'G / DA TA
CODE - TITLE y - AND LOCAL APPLICABLE DATE.' M4•Y 16`•159
RULES AND Rt G✓ <TIONS ry / -rs/✓ z
6. NORTH APPOt' I.; :=ROM, R=CO.=sD PLANS AND NUMBER OF BEDROOr"41S
IS NOT TO BE LAG F0.9 SOLAR PURPOSES � ��� � .porn?/y A�oan, ' GARBAGE DISPOSAL A/O
7. FLOOD HAZARD ZCVE 'ZAP,o JG r6
-Y �YQ-i� �o��Y DAILY FLO,+'^J �•�r7 GAL.
8. WA TEP. SU,DPL i TOr?;' i•A TER _ - <; w""<� GAL . -SEPTIC —' 'i SEPTIC TANK REO D. �.FOo
3[ " V
SEPTIC TANK PROVIDED LaoGA L .
7V: 11 v m
Mr7i m LEACHING REGUIRED GPD.
/o f 3 �/
L EGF -AID
PROPOSED EL EVA TION
--6C -- EXI:3TING CONTOUR
03S'RVATION PIT
DIS�RIBUTICN BOX
Lu �7
Y' J
y
r
0 o SEF YIC TANK
RESFRVE AREA vl
SIDEWALL AREA - 240 S.F.
240 S. F. X O. 74 61S. F. 8 177 GPD.
BOTTOM AREA -2P_4 S.F.
No z5 224 S. F. X_0. 74 GIS. F.. 165 GPD
LEACHING PROVIDED ` 342 GPD
.SINGLE FAMIL Y RESIDENCE 6
PROPOSED SEPIA GE DISPOSAL SYSTEM
PREPARED FOR
MICH,4 EL MC CUE
LOT 35 MA YFA IR ROAD
YAPMOUTH - MASS.
GZ y� PIPE IN VEP T EL EVA TION U ctiV!CHAP-
u 4
PLOT PLAN �
SCALE: 1 20 V':l'.TJ N CO P.lTTEE
GYN?;D `jam!
PCi. I i.OT I HSS
LSU, 5
SCALE AS NOTED
PLAN NO. �aGoc9G!
CAPE C ISLANDS ENGINEERING /yi y.4
133 FALMOUTH ROAD - SUITE 2E si
MASHPEE, MASS.