HomeMy WebLinkAbout90.68 - Site and Sewage Plan31.
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PROPOSED I SOm
GALLON SEPTIC
�? 4 i I; TANK (H 12
UIX SLOPE) ,
DEPTH OF FLOW = +
TEE SIZES:
INLET DEPTH
OU^LET DEPTH _14-
(DR--3)
'4-
E CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 (21)
SLOPE)
FOUNDATION— h/0 SEPTIC TANK
Fes' RUN PIPE LEVn
FOR F1R57 2' %
4 .o �
-znTv.S
(ktX SLOPE) _ - '4 - ��L ✓O ]t-C-L::A�ti iii' sJ {o,i
i
1 I 1
D' BOX — S 1— LEACHING
FACILITY
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4,
N.
1
•v ! I _ � � I 4 I
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WITNESS: (< 6-0- o+vim
DATE: - 1-7 - a �-a
PERC. RATE _ Z_ tiI
CLASS -— SOILS P# N�
SEPTIC S-ir, (G4RSAGE DLSPCISER t5
141:1
DESIGN FLO''. _ BEDROOMS (I!o
cr
USE A ]t C GPD DESIGN FLOW
Z i
�
LEACHING:
SIDES.-
--
GPD
GPD
TOTAL: -.t:1 S C '
S GPD
S
C,
I
J
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1
SEPTIC S-ir, (G4RSAGE DLSPCISER t5
A'v ✓o L=L�r7
DESIGN FLO''. _ BEDROOMS (I!o
GPD) = '?' GPD
USE A ]t C GPD DESIGN FLOW
SEPTIC TANK GPo ,
_--- - -- GALLONS
USE A GALLON SEP -r!- TANK
LEACHING:
SIDES.-
--
GPD
GPD
TOTAL: -.t:1 S C '
S GPD
— t 4-
BOARD OF HEALTH
DATE
WE
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I ,
dow; , cape engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
PHONE 508-362-4541
FAX 508-362-9880
939 main st. yarmouth, ma
m
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3 V
L LOCATION MAP
ASSESSORS MAP Z'2 PARCEL P4-_
FLOOD ZONE
BUILD!NG ZQN`: 141L_.._
SETBACKS: FRONT -
SIDE -
REAR -
PLAN REFERENCE: I zs /49
'COTES.
UM IS
2. MUNICIPAL WATER IS
3. MINIMUM PIPE PITCH TO BE 1,'8' PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO-H__
S PIPE J^'NTS TO BE MADE WATERTIGHT. -
c CONSTRUCTION DETAILS TO ;�E IN ACCORDANCE W'TN 'AASS
E,NviRONVENTAL CODE TITLE V.
7. THIS PLAN ;S FOR PRCPCSED ',YORK ONLY AND '40T TC BF
p JO- SEFOR LC I !"!� S ,:•/\„
8a;v
. P!PE r^R SENTI I�
SYS;EM TO SCH. 40-4" PVC.
9 COMPONENTS NOT TO BE BACKFILLED OR CONCEA"ED N;THOJ;
NSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FRCM BOARD OF HEALTH.
10. EXISTING CESSPOO4)TO BE PUMPED AND FILLED WITH CLEAN
SAND OR REMOVED AS NECESSARY,
SITE NTD SEWAGE PLAN OF
IN THE TOWN OF: ------
PREPARED FOR:
t D
SCALE: J' - DATE: �'
AFiNE \v. \ iN OF ,
rI Ri y�l �t
CtVN.
°
0J DATE