HomeMy WebLinkAboutEngineered Plan - 2000TOP FNDN. AT EL. 22.6' SYSTEM PROFILE T
EST HOLE LOGS
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
g o
RI CK,
RS
21.0' MINIMUM .75' OF COVER OVER PRECAST / WITHIN 6" of FIN. GRADE
ENGINEER:
2% SLOPE REQUIRED OVER SYSTEM
WITNESS:
AMY VON HONE, RS
20.0'
RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE
-FOR
DATE:
NOVEMBER 16, 2000
!19:75'
-
18.0'
FIRST 2'
PROPOSED�0 17.0'
GALLON SEPTIC 17, 75' Ll
- < 2 MIN/INCH
PERC. RATE -
:•, : -
GAS Q
TANK (H- 10) 16.5
16.55 d
GLASS
SOILS P#
MIN
BAFFLE 16.72' `"'� 2' ® SIDES
( 2 9: SLOPE)
\_6" CRUSHED STONE OR MECHANICAL 2'
T/ ELEV.
COMPACTION. (15.221 f 21
20-n'
DEPTH OF FLOW 4, ( 7 r SLOPE) �-.o� 1 4" o<�� 14.5'
TEE SIZES:
INLET DEPTH 10" 3/4" TO 1 1/2" DOUBLE WASHED STONE 2"
OUTLET DEPTH 14"
FOUNDATION- 19' SEPTIC TANK 15' D' BOX 3' LEACHING 8pp
FACILITY 5.5'
Al
0
A/E
LFS
1OYR 4/1
Bw
LS
10YR 5/6
I C
i
MS
2.5Y 6/4
+ 20.0 �y c� _ NO WATER ENCOUNTERED
NOTES: -
OT 222 r �. SEPTIC DESIGN: GARBAGE DISPOSER I NOT ALLOWED APPROXIMATED FROM QUAD MAP
1380 SQ. FT. ►.� ( E s ) 1. DATUM IS
0.32 CRES 19.3 DESIGN FLOW: 3 BEDROOMS_- (110 r„pnl 30 ,._ G -P4 _ - - - -
_ _ __- - Ml7NlCIPAL WATER IS EXISTING
tis' -G y � USE A 330 GPD DESIGN FLOW
21.4 vo 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
TH
0.3 SEPTIC TANK: 330 GPD (2 ) = 660
34.5 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-- 10
a �' USE A GALLON SEPTIC TANK _
0 5: PIPE JOINTS TO BE MADE WATERTIGHT.
� ! � 500-
INV. OUT = '"� 6. CONSTRUCTION DETAILS TO BE . IN ACCORDANCE WITH MASS.
19.78' 0' v � LEACHING: ENVIRONMENTAL CODE TITLE V.
m' SIDES: 2(30 + 9.83)2 (•74) _ 118 7.` THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
o EXIST. 22.63070 BOTTOM: x 9.83 (.74) = .218
USED FOR LOT LINE STAKING.
04 DWELL 8. ` PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TOTAL: 454S.F. 336 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
+ 19. o o G USE (4) H-20 HIGH CAPACITY INFILTRATORS WITH INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
n TOP. FNDN. = W b
FROM BOARD OF HEALTH.
0 22.6 21.4 1 3.5' STONE AT SIDES, 2.5' AT ENDS AND 14" UNDER 10. PUMP &REMOVEAN CLEAN FILL OR W
( / SAND) EXISTING SEPTIC SYSTEM
Op 0. 19.9
0. + 21.3 PAVED DRIVE
4
20.0
21.9 LEGEND TI TLE S SI TE PLAN
+ 8 /H UTjL. ' 100.0 PROPOSED T
5 � SPO ELEVATION OF
+ 8 `�--- 2116 1 25 CAPT. NOYES ROAD
00x0 EXISTING SPOT ELEVATION
+ 20.8 + .9 � 100 IN .THE TOWN OF:
120.00`
20.3 PROPOSED CONTOUR (SOUTH) YARMOUTH
a �
+ 20. + 21.3 0 100 EXISTING CONTOUR PREPARED FOR: 4L
+ 20.8
20 0 20 40
60
+ 20.6 BOARD OF HEALTH
PROVED
DATENAIL SET IN UTILITY POLE � O
MA SCALE: 1" _ 20' DATE: NOVEMBER 20, 2000
.
ELEVATION 21.59 (ASSMD QUAD)
off 508-362-4541
fox G3(CCrVLFEDD
(OR USE TOP FNDN AT EL. 22.6) 1
• �1N Of MqJ ����N OF JAN Z 6
down CO pe engineering, Inc.
o� ARNE NE K G
Z� H.HEALTH DEPT.
U "t A rte••
CIVIL ENGINEERS OJALA CIVIL
F,
LAND SURVEYORS 9 N
o. s3a$ 7s2
00-329 - 939 rain st, yarmouth, ria 0675
A H. OJALA, P. L, S. DAT_