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SYSTEM PROFILE
TOP OF _ NOT TO SCALE
FOUNDATION FINISH GRADE FINISH GRADE OVER FINISH GRADE OVER I
EL. 67.5 EL. 66.7 SEPTIC TANK 66.4 DISTRIBUTION BOX 66.2 FINISH GRADE
OVERTRENCHES 66.0
.o
RISERS TO 6" 9
OF FINISH GRADE r K
' _
o•. _ 'r , •-r''o;o r" �..r�' � ^ ': ;: , r°' i ;'•,. ••o. ',� _ 500 GALLON DRYWELLS e';t•,,",
o' 1
3
IN. RISERS TO 6" i-�' b' H-10 REINFORCED LOADING
od l MIN.SLOPE 1% OF FINISH GRADE OUTLET PIPE(S) LEVEL
311
FOR 2'(MIN.1%SLOPE TRENCH LENGTH = 33'-6"
6' MIN.SLOPE 1% ° 9 BEYOND
-, •_ o MIN. 60 _ GFYWELL LENGTH = 8'-6"
%..v SUMP w r �o ,>�. ,o:r : -�� r ..r, 9,o •r ;,'>. '.r °Jo:r ,`+�. ..r 4:0
64.22 64.00 MIN,LY
63.5 F63-43—]7[ r z:. 63.26
- °
PVC OR CAST IRON TEES a r "
GAS BAFFLE y "
16 16 DISTRIBUTION BOX
MINIMUM INS!DE DIMENSION 12" 314" -1-1/2" DDUB'_E "
. 1500 GALLON w A OL'i'_ET INVERTS 2" BELOW INLET INVERT '3HED 3/d -1-1 2 DOUBLE PRECAST CONCRETE 4 „ 4' WASHED CRL WASHED RUSHEi:�,o MIIv. ViUM CONCRETE WALL THICKNESS 2 STONE
�y ?. I'N'STALL ON COMPACTED LEVEL BASE STONE
BSMT.FLR. o,_d=; 6 H-10 REINFORCED S
ELEV. 59.5 1; o
.✓..:r .., n ,.�0 .Ee. `r.'.. O•' �� �.. Ino 0 0 , ®', .,0 r•A.40 , ,, Or.•a. r.'el
TRENCH SECTION
NOTE: EXCAVATE TO =C= STRATUM IN ORDER TO -
SEPTIC TANK REMOVE ALL =A= & =B= IMPERVIOUS MATERIAL
INSTALL ON COMPACTED LEVEL BASE WITHIN 5' OF THE SAS. REPLACE WITH CLEAN,9" MIN. 3" OF 118" -112"
CLAY -FREE SAND, 4" DIAM. 36" MAX. DOUBLE WASHED
PEAST ONE
\ e , .. -' FQ` H ✓'" x{ � %p l%�:. ry',. a= a �6CIG a< 6- •, 61 - . 0 rn'. 6,gip
-' r 1o'r
Iv
48 6-2" 314 -1-112" DOUBLE
1 x
WASHED CRUSHED
STONE
^0 �'
TRENCH WIDTH
13'-2"
if
Z1�
/ ��i ���� �i ..� fit.,• ���� v4� i IIS' .di <' // M NU BER OF TRENCHES 1
�T1 7 NUMBER OF DRYWELLS 3
og
/ / �' / i ' �' fc sG �I`(,\v,`T1i •J "dig � ,' ".f',"1 __—_� . _—
OBSERVA TI �0NPIT
=°`: -RAL NOTES: TEST BY RICK FFD
?z 1. ELEVATIONS H04�/N ARE BASED ON ASSUMED PERCOLATION RATE: < 2 MINJIN
2. ALL PIPES IN 14E SYSTEM MUST BE CAST IRON WITNESSED BY: LMULKEEN
OR SCHEDULE 40 PVC.
YARMOUTH BOARD OF HEALTH
3. HEALTH AGENT/CAPE & ISLANDS ENGINEERING
_� 28,200
✓>��/.< /�` / ��' �'se ! MUST BE N0! WHEN CONSTRUCTION IS DATE: SEPT.28,2000
COMPLETE PR'�rcTCBACKFILLING.
DESIGN DATA
/ >> 4. ANY CHANGE, IN THIS PLAN MUST BE APPROVED 0" TEST HOLE #1 EL.64.2 0„ TEST HOLE #2 EL.62.0
�`� BY CAPE & ISLL:NDS ENGINEERING AND THE BOARD I- =0=
OF HEALTH. 51=A/E=LFS
5. MATERIALS AP:D INSTALLATION SHALL BE IN 10 YR 3/2
d`s ' 11 ' / I COMPLIANCE 4'•'ITH THE STATE SANITARY CODE 8"
[TITLE V] AND LOCAL APPLICABLE RULES AND LOAMY
SAND
REGULATIONS -B- OYR /5 6
P. ��.0 6. NORTH ARR01'J IS FROM RECORD PLANS AND IS
A_ NOT INTENDED FOR SOLAR ENERGY PURPOSES.
H/DPN l �o$� 7. WATER SUPPL Y: MUNICIPAL WATER SYSTEM. 42"
� r. E
'� ZONE 1 [NON-HAZARD=CI=FINESAND
- , _/ , WATER SERVICE _ 3z.00' 0 8 FLOOD ]
800' ` INVOLVE ANY PHYSICAL 2.5YR 6/4
X00 fiP° 9. THIS PROJ C i DOES I+
j = 7-,,,—
ILx \\ u6�T GROUND DISTJRBANCE OR VEGETATION REMOVAL
�O ;' al V, Lot, *y , �� � a �� WITHIN 1 00'OF WETL.ANDS,INLAND OR COASTAL 108"
o w �_ BANKS OR FLOOD HAZARD ZONES.
q PROPOSED w a
�� 3 av'by� ; fa7At,c$ > -4 BDRM.k(SE. o y el
j��E =C2= VERY FINE SAND
S} I o _ x .a 2.SYR 7/2
83'LEGEND NO GROUNDWATER
132"
=0=
=A/E= LFS
10 YR 4/2
=B=LOAMY SAND
IOYR 6/6
=C1=FIN
E SAND
2.SYR 7/4
=C2= VERY FINE SAND
2.SYR 7/4
NO GROUNDWATER
9"
45�
74"
NUMBER OF BEDROOMS 4
GARBAGE DISPOSAL
NO
DAILY FLOW
440 GPD.
SEPTIC TANK REQUIRED
1500 GAL.
SEPTIC TANK PROVIDED
1500 GAL.
LEACHING REQUIRED
440 GPD.
SOIL ABSORPTION SYSTEM CALCULATIONS:
SIDEWALL AREA =186 SF.
186 SF. X.74 G/SF. = 137 GPD.
BOTTOM AREA= 441 SF.
441 SF. X 0.74 G/SF. = 326 GPD.
LEACHING PROVIDED = 463 GPD.
I kyr #t a '"� r I 12.00' of `m #z L .�� —52— PROPOSED CONTOUR
43 SF SINGLE FAMILY RESIDENCE
C.BASIN 19.5f),ri _
" --5z--- EXISTING CONTOUR
co
30.00 \ �c+* h f; �y;,; ANa"-':ti, PROPOSED SEWAGE DISPOSAL SYSTEM
o ® OBSERVATION PIT v` a�z\i of r•,gss ",
{. v gg GARAGE` r=ict+nno �e PREPARED FOR
vv_❑ DISTRIBUTION Boxy �� T�� ^ y`� PADGETT BUILDERS
6 V 62.75'., at ?°°94
v AGF ! > _ F—Gykcc dip Q A
" LOT 110 MIDPINE ROAD
wy� -am u. Cd6ttr T ii.�f �• '
\ . , I, o o � SEPTIC TANK P ,4� YARMOUTKMASS.
!,. `Y -ter .. M ' 4 a' Com Sia•, -. o �'-
�� +,s �' SOIL ABSORPTION SYSTEM
of PLAN NO. 09250 SCALE: AS NOTED
���`N M �y FILE N0. 393AEA DATE: SEPT.25,2002
121.oa' _ n RESERVE RESERVE AREA
DAVID �n
} SEPTIC FILE N0. 71 PCS FILE: MIDPINE
. CHARLES.— _
P 22.26 PIPE INVERT ELEVATION SANICKI H
c.BASIN 20{i5
z z z's �fctsrER�o CAPE & ISLANDS ENGINEERING
8 110 0 0 0 �� y N0.s\ 800 FALMOUTH ROAD, SUITE 301C
FIRESTONE DRIVE 112 ��r -, <J MASHPEE,MA 02649 (508) 477-7272
PLOT PLAN &5 -> co �Y,
SCALE: 1" = 30' MAP SEC PCL LOT HSE � �