83-1006 - Site Plan+
20 FT. MIN.•
TOP OF F, SOIL TEST
pUND
EL: c 1(`l, U 10 FT. MIN.
DATE OF SOIL TEST to 1 S9
CONCRETE WITNESSED BY ti /
COVERS �1r�— 4" SCH. 40 PyC PIPE CLEAN SAND PERCOLATION RATES M1N. INCH •
MIN. PITCH Ire PER FT OBSERVATION HOLE I OBSERVATION HOLE 2
CONCRETE
4" CAST IR N PIPE COVERS �— ELEV.=
t2 2" LAYER OF ELEV. _ (p
(OR EQUAL$ MIN. 1/8"-1/2 WASHED
PITCH 1/4 PER FT hu STONE t'Gp rSt)$S�tL
-
FLOW LINE. CAA
EL= ti EL.-JLD Spt10
MIN,7
c3 c3
L
£L = 70i LEVEL c0 C] O r3 C3 C3 O .C3 EL' >O
EL? 11,2 a s , a o a • o
DIST.
BOX a p- o • ♦ ° p ,p o 0 0 0 WATER AT EL=J _ WATER AT. EL.=
Iz� I(� EL_
tooO. GALLON CAU -OA)
pomp 3/4"- i I/2" _ DESIGN CALCULATIONS
SEPTIC TANK
CAt`"rxK WASHED STONE hlICJ t� l tJ�d f S (C)/ I
z NUMBER OF BEDROOMS 3
i GARBAGE'DisPOSAL UNIT :
a TOTAL ESTIMATED FLOW
SEWAGE DISPOSAL SYSTEM- PROFILE ( 1/0 GAL./BR:/DAY x _3 SR.)I'/�GAL.'/DAY.
NOT TO SCALE xj 1 REQUIRED SEPTIC TANK CAPACITY GAL:
--- ACTUAL SIZE OF SEPTIC TANK ���(0C�/�W GAL.
ESt*OLC OR USGS PROBABLE WATER TABLE EL-= LEACHING AREA REQUIREMENTS
L lS rl OBSERVED WATER TABLE (6 EL.= W, 1 SIDEWALL' AREA . 2,S .GAS_/S.F.
1 ..
1 BOTTOM AREA / 0 'GAL/&Ff�
LEACHING CAPACITY :( BOTTOM t SIDEWALL) ,�,�_ GAL.
L -OT fLI{� � � _ .;�' LEGEND �ztj�3�)yzs=t�l��l_Iz.l�yl,ili�2)
RESERVE LEACHING CAPACITY GAL
-7 PJR't' Cl:iQtq�,l'v `•� �e 660,EXISTING SPOT ELEVATION OOxO
��• �� jtN, A,"jy t' i r`rYG a�fi�i Ci I C r{L/ EXISTING CONTOUR ----00---
^- - FINAL SPOT ELEVATION
q,,Mf! rg�� c�r�.�S-,z � ��re-� NOTES
I, `* ,y .�,.fi.:r.urt of l�2So Po✓ rvf c-+nrYFINAL CONTOUR OO
— Q2l3 Sr ' tJ/s+ /� t h t - SOIL TEST LOCATfON I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO O.E.Q.E.
1� 0,21 A1C t � - UTILITY POLE --0-
TITLE 5 AND THE TOWN OF �i11 (I?CJtY114 RULES AND
pAUpsi >- REGULATIONS FOR THE SUBSURFACE DISPOSAL OF`SEWAGE.
"` , i TOWN WATER=W====W
417 _ _ F. a 1}.. LCA; i i a b?�gVii i lGal A,!004� ��
J l 2. ALL COVERS TO SANITARY UNITS SHALL BE DROUGHT TO
CATCH BASIN Off)
v5 I 73- \ \/ WITHIN 12'• OF FINISHED GRADE.
II 3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTWL-LY THE SAME.
I Q.
9 r kkeC , 4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE
OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR
�•.� w I _ --- �.! 7�� I / WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING
�.
Ij( ; - { MIN. FRONT SETBACK 3 SHALL BE USED UNDER OR WITHIN 10 FT OF DRIVES OR PARKING.
o ( MIN. REAR SETBACK 5 ANY MASONARY UNITS USED - TO BRING COVERS TO GRADE
MIN. SIDE SETBACK SHALL BE MORTARED IN PLACE.
6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO
f �E7J1u��
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
i0J5E Tr ���aoS,et � � to (L UAiUrr eS/l r11,4 e;/11(, t)16f!N, f
u;aU 13 ` I�ir }� �,�f. 1, -ter q /IlihJ rivxi . �d klUtiJ
APPROVED. BOARD: OF "HEALTH
• I K�r4,,/i,✓a-waac '1 r 3 '� r: r`.1� ,;gip y.
Kz rsmafi ry o y rent !, r,.� a% y� DATE AGENT
All
,,aJ t 7D c;rgAr ,,
1/ p ' , / /I `v4 PROJECT LOCATION+
,7f IS ckD-'
?^ APPLICANT+
9 i 1�?1 i211tt��r/ar Co
!.
ROB/N W. WILCOX
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"`"�-q•,g�- ._._— --�$ ._
q.,, co ! i ..A ' !-� 1 //.)G :/ .,� r��� PROFESSIONAL LAND SURVEYOR
r f
203 SETUCKETT. ROAD
` \ ��� b �,' 385-6478 SOUTH DENNIS, MASS 02660
ttf"It`Y/RCC c,.L i/IdGL T>a ��\'Z......-•.•--��
p1� !" =� +, I3cfIJSr'r�9CT co.f9D sSBp SCALE,
,� r DATE, '/• :t
e+6 t• �,I}`t' DlMq.93 1. REV. REV.
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ITA _ _LOCATION MAP cr SHEET _ OF:
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