HomeMy WebLinkAbout689 Willow Street Proposed Sewage Disposal SystemTOP. FNDN.
EL
EL. Z/- o /-- FINISH GRADE 2a'3- -/6, o
.✓ 3
FINISH GRAD OVER
SEPTIC TANK .
12" MAX.
3"
Jo" I
\'
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C. I. OR
PVC
/y
TEES
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/IIOW
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-H-10 REINFORCED
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EL.
.✓ 3
FINISH GRAD OVER
SEPTIC TANK .
12" MAX.
3"
Jo" I
\'
i
C. I. OR
PVC
/y
TEES
1500
GALLON
PPECA S T
i
CONCRETE
-H-10 REINFORCED
r
SYSTEt `$- �'0F L E
NOT TO SCALE
FINISH SRADE OVER
DIST. BOX—L4,
�(7Tn1�pIFl�Y/Tfi�t7/J�CC'IT�tRL?!iF n
OUTLET PIPE LEVEL
FOR 2 FT. MIN.
FINISH GRADE
OVER "/�/c,/ iR�
�.
—rte : ; . • .'•
jr)IsTpeiBuTrom SOS
INSTALL ON LEVEL BASE
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r_./ / . c /. r 6y ALL ••A- G B- UNSUMBLE HATERIAL
kITHIN 8 FT. OF THE LEACHING FACILITY IS To
T� f- > �< r c 9 /• BE REMOVED AND REPLJCED ,Vr fi C1 EA
SEPTIC TANK
i- INSTALL ON LEVEL BASE NOTE.- EXCAVATE TO ELEV./y//r OR
Co�rr .o LOPER To REMOVE ALL IMPERVIOUS
tiJe e%� ;. en //y i' MATERIAL BENEATH THE LEACHING AREA
- - N REPLACE EXCAVATED MATERIAL IVITH J,3- OF 1/B"-1/2"
1los.e ./7srlL +vS-' CLEA<N, CLAY FREE SAND-�
/4 1- WASHED PEASTONE
" - 1/2" i/ASHED��I,a , n q e c,� d°�
CRUSHED STONE— \
�l A14GEM
EBA L NO TES � A A
r
/ 1. ALL ELEVATIONS SHOW ARE BASED ON NGVD --�
Fe_Virse ft � 2. ALL PIPES IN TrIE SYSTEM MUST BE CAST IRON C S�rc
OR SCHEDULE 4cPVC. OS �ERVA TION PIT
------- —..• ,�.,,-,, /;-�,_ r /orgy.. < 9 Uri/
— - - 0 __ _ __ � w 9 „ 7r1E "uc7ARD G!• t.�..'�y',� T �_ "t..J7 rC•YC(�---..... . , ,
t` n 5hJ H8g s1 U /. ,r OVHEN CONSTRUCTION IS C0,41PLETE PRIOR PERCOLATION RATE. Ad✓✓"/`� �'"`/ f' /z
---�, p TO BACKFILLING
ell/9.0 4. ANY CHANGES IN THIS PLAN MUST BE APPROVED <2 MIN./IN.
BY 7 -1 -IE BOARD OF HEAL TV AND CAPE 6 ISLANDS WITNESSED BY.
- ( J- SURVEYING CO.. INC. AMY VON HONE
5. MATERIALS AND INSTALLATION SHALL BE IN
r
r COMPLIANCE PITH THE STATE SA N1 TARY
r
CODE - TITLE V - AND LOCAL APPLICABLE
✓a ,ane RULES AND REGULATIONS
--
� '1 �4s� „/ 6. NORTHARRO,�r' IS FROM RECORD PLANS AND
`9
/yH'7/n / 1 ` ` r IS NOT TO BE USED FOR SOLAR PURPOSES
1
7. FL DuD HAIARn zu.N TO
)VA TER SUPPLY , :!N fA TEP
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,�tn tiY �!r ` �\� � i \ ems\ ✓o \\ \� \ CJ c ✓ � /. g^' ��
L f fi E��i�d
V �
P,?OPaSEO L=L EVA rlaN
EY.ISTING CONTOUR
raw. OBSERVr4 TION PI T �—
\ ❑ DISTRIBUTION BOX mm�
:l,�"",r'W2LP a,'As�L:3\,_�,UU(`✓ +s. �n r//».. vt,.. \ \ •// 14,r / \ �"•-__)f U:
F67-1 SEPTIC TANK
^
�� Sr.� � sf Jnm is li `R!✓./�ye � �� I� RiSERVe AREA
�oa�f/' fldl wt. :.rq iS�
PIPE INVEFT ELEVATION
J&
Sa 6 Ftlm. � mq�=i ya" •'� '� ll/Itf i r• � ( C/ rs �-.- t � ��F
y_L��asz1`n "_-yam, P+LO/T�PLAN ?3�
m5r x5's'ti�v�-Jd � ?...'[_.+Fv tilc _J_ �i ••. 1 "� &-o /- ✓ c : / / c �-r. ` t✓ n c �: ,'
r moi.._ .—a - s /✓,'tom //4 iPAP; .SEC i PCL I L0T_4HSE
`ARHOUTH BRD. OF HEALTH DESIGN DA TA
DA TE.' APR_8, 1B9B
NUMBER OF BEDROOMS `D
NO
C,7• s) �„ �J GARBAGE DISPOSAL
w
Lao- "YR �� DAIL Y FL OY 440 GAL.
s Z SEPTIC TANK REG 'D. 1500 GAL.
L OH.,y SAllet lar2 / 1500 GAL.
SEPTIC TANK PROVIDED
440 GPD.
I� LEACHING REOUIRED
i
M•cclv✓YJ SR SCJ �
i I
��°d ✓R r SIDERALL AREA = S. F.
9) S. F. X GIS. F. = GPD.
BOTTOM AREA = 606 S.F.
606 S. F. X 0. 74 !,/S. F. = 445 GPD
LEACHING PROVIDED = 445 GPD
i
SINGLE FA MIL Y RESIDENCE G
7a,
OPOSED SEPIAGE DISPOSAL S YS TEM
PREPARED FOR
9`{' i
�OL D CHA THAM PD. IN VES TMENT TRUS T
t
! LOT 3 WILL ON STREET
Ovk Ot
r R9s `
s9� SOUTH YARMOUTH — MASS.
DAVID
"HARLES
SANICKI
teoe5 e DA TE.' Mnr _o5; / 9 pa CAPE 6 ISLANDS ENGINEERING /z8 r�
�FG1SiEREO
v/ A„p5� SCALE AS NOTED 133 FALMOUTH ROAD - SUITE 2E
PLAN
MASHPEE, MASS. a