HomeMy WebLinkAboutEngineered Plan - 2004I
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,aM DESIGN
SYSTE•
i:Liyrary
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I12
118. t0 Flow =_
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Design 4 bedrooms C� 80 go _ -
dou61 ed washed 9 -
. 0 . F : CCESS MANHOLES TO W/Tf-�N stone o
T A 200
tic Tank D al x 9 � •� �,�7 e„ � �..
E L EV . 4 6 OF FINISHED GRADE
septic 9
00
Use { 500 Gal, Tank
cr
Leach i n Fac
Set level first W Y -
S e �_
Q i 9
ELEV. 3$.I > �} 2
: air Pu61ic'tarl log, ( s ,: 2
3/4 t o 2 3 � X /2, a X �. ?¢ a� SF,_ G� �� ,.,- n
o Bottom. 9__
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FLEV3 7 U dou61 ed welsh En'lewGod,
7one ( ,
st x x 4x- o/sf- 3 ,
:....:: ..........:.. :::...............
! —
_ ..........:.:::... Sides.
GAS TOTAL 7 V
: oco-oc0000c 000 0 0 0000 0 0 r .. EnglewoU�
d - \
14 BAFFLE Beach
;. oc00000 ea oo ocaooe0000
i is not permitted with this design. `
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V 35,5
NOTE: Garbage disposal p
........:...: E �:._.
3 Use 6 crushed stone
.underSeptic Tank and 3-SOO 1
-d 4 .�
o -Box
Chambe►^s 4 LOCATION MAP
54
ELEV. 3?.8 Assessors Map 22
EV.(YB'4ELEV Q, IC Parcel 72`
1 3
- G FACILITY Area - /o, 150 S. F.
500 GAL. D BOX LEACHING I N B t m. T. H.
SEPTIC TANK
SYSTEM PROFILE
SAS CONSTRUCTION DETAIL
17. f to spa
s. L500 GAL.. STONETEST
sEaTre TANK LEACHING CHAMBER
---
OUTLE7.
T` __ ___.. 0.I
/4. �1
�-
l
ELBOW I A LOAMY SAND
IOYR 3 /`3
45ri
®�ti 7»_GAS BAFFLE DETAIL000gooo°0r'ti000 0 oo1 0O,LOAMY SAND
N. r. s. 00ao�_ BIOYR 7/6
02" �C58" L 1 2 "
4 C FINE- SAND
500 GALLON CHAMBER
I IOYR 7/3
51
C FINE SAND
1
1 2 0 " 2 IOYR 8/3
NO WATER
NOTE
CESSPOOL DATE : MARCH 3 1 2004
SPOOLS ARE TO BE PUMPED AND PERFORMED BY:
'MARTIN MORAN� P . E
IEXISTING CES
O oJ4 .)
ik' c BACKF I LLED W I TH CLEAN F I LI OR REMOVED WITNESS: D FLAHERTY H . A .
IS TO OF J60035 LLOI\) POLYETF4Y DESIGN RATE: <2 min . / i n .
o� 2 .) SEPTIC TANK
UNSU I TABLE SO I LS ARE TO BE REMOVED FOR
c
LP 5'
AROUND 'L_EACHING AREA AND REPLACED
40 3
Fo / W f THROVED
APP " T l��
Mh t/,FILL RIAL.
4.CONCRErE '1
PERCOLATII T
EST# I
PK/ 40.0 ConC e�e
sET. "• 0 5 .) DES ► �N ENGINEER To CER
1 I FY SYSTEM INSTALLATION 24 GALLONS OF WATER IN 14 MINUTES AND 55
/ Y Q.o a s 40.6 PRIOR TO BACKFILLING.
SHED ZcESP, opsSECONDS WITH LESS THAN 9 INCHES REMAINING
:> 6.) DISTRIBUTION ' BOX IS TO BE WATER TESTED AT AT A DEPTH OF 63 INCHES.
�,. THE TIME OF THE BOARD OF HEALTH INSPECTION,
.)
7ALL. AREAS DISTURBED BY CONSTRUCTION ARE
40,x1Ax/. \S 2• e�� TO BE GRADED, LOAM COVERED AND SEEDED
8 .) THIS PLAN I FOR INSTALLATION OF SEWAGE DISPOSAL
SYSTEMS ONLY AND IS NOT TO BE USED FOR
0� >�'.T'.H. .:.4 'h`' '•° Gia ESTABLISHING PROPERTY LINES .
j7'
• 9.) ACCESS MANHOLES ARE TO BE CEMENTED IN PLACE
<� 40.1 / _
BEFORE CALLING FOR FINAL INSPECTION .
�o \NG -LI
�s
3�, 94 I MAIN STREET, SO. HARWICH, MA 02661
432.-2878
3 9. 9 O �,?
S1 TE PLAN r- SE
iAGE DISPOSAL SYSTEM IN YARMOUTH
FORn
TONELL I ,}
JOE AN -��
FE POST
rST YARMOUTH,
�3FNc�IMA12K I 1,)AIS 0 107 LEWISL ES I S R0.
PK/ LlWM,0
� / -J 3902SET p
1 1- 053 SCALE: l 20 DA TE �" 2�1 D .BUJ E
PROJECT. 04 � ,� 2004
HEALTH DEPT.
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