HomeMy WebLinkAbout59 Squirrel Run - Site Plan 3�-LIN
� SYSTEM PRD�ILE
TODPVFNDN. AT EL. 26.6' ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
T�
ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST r WITHIN 6. OF FIN. GRADE 2% SLOPE
RUN PIPE LEVEL
24.85'-4 FOR FIRST 2'
I 1 PIOPOSED�..`Q0 EXISTING LEACH PITS (RE -USE)
GALLON SEPTIC 24.40' - 2-4-65/T'TANK <H- 10) GAS ��s 24.13' INVERTS = 23.6't AND 23.9't (SNOTE
BAFFLE 24.30' �� 11,)
( 2 7. SLOPE)~ �6' CRUSHED STONE OR MEHANICAL j
COMPACTION. (15.221 123) MIN
DEPTH OF FLOW = 4 < 1 % SLOPE) (-% % SLOPE)
TEE SIZES,
INLET DEPTH = 10
OUTLET DEPTH - 14
FOUNDATION- 10' - SEPTIC TANK- 10' D' BOX 20
^.L9.5 /R.5
[RED OVER SYSTEM
?.9
`i
yy� PROP. 1500 GAL.
�� 4•Y f SEPTIC TANK
1/ (PUMP AND
REMOVE EXISTING I
SEPTIC TANK)
l
PROP. O'BOX
EXIST. ��, LP
LP
I (RETAIN)
CONC.,
ONC RfT -ALL'
_y
+ 295
:PEN j
y
7- 'm
94
M
33.C,`
I is
v
TENNIS COURT / 41
� AWN
u
190. a2
%ISL LP
RETAIN)'
,tel
26.8
V 1-
26.5
+ 29.7
/ /PROP. 1500`,GAL. PROP
SEPTIC TANK,, ADDITION EXIST
GARAGE
+ 34.3
BENCHMARK: USE TOP FNDN
AT ELEV. 26.6'
LEA,` -4. NG
FAC,1_ITY
GARAGE
'I PROPOSED1500
29 75' GALLON SEP -'IC
TANK (H- 10 )
6' CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
PROP. MASTER BEDROOM _
EXPANSION DWELLING:
x\x SEPTIC DESIGN; (GARBAGE DISPOSER IS NOT ALLOWED )
DESIGN FLOW 3 13_ -DOOMS (10 GSD) 33.0 GPD
12. 11 fix\ USE A 330 SPD DESIGN FLOW
Ns x 4.9 SEPTIC TAN :330 C?D ( 2 ) = 660
USE A 1500 GALLOP' SEPTIC TA'JK
26.6 ----
k
EXIST. DWELL. 6 /
'1.
k 'ARAGE
26.3 �
26.0 N. . SEPTIC DESI5111 (GARPAC- DISPOSER S NOT ALLG-� D )
26.4 y - - --
26.4 q - --- -_
'iESIGN FLOG`. BE JE ]+OMS (1 C C."^) 22 SPI
Dz6� 26.3+26.4 % E A 220_(-Dn r� _,: -i.nW
P 171 TANK 22U GPD , 2 ) = 440
A 1500 GALLON SEPTIC TANK
t9+
4
4 1 ig8.2 / EXISTING 4 >az 28.6 LEACHING+
a, k I
SIDES 81 6 (2.5) - 376
P,
421�'1•� W � APPROX. WATERLINE # BOTTOM: y 50
/ LCCATION (UNMARKED)
ass / 426 GPD
9o.a 6 L7 "lip r T SIDES 161(t( 1%2.5) 565
) 13
BOTTOM: --
3�r32` 13 Z0.7678 SPD
sl 7 X0.8
+ 3t r 5IR;5 30'7 TOTAL: 1104 GPD
.ME
J I
WATER`SHUT-OFF.,? + NOTE. NO 4 TER FOUND TO ELEVATION 11.2' PER TROY WILLIAMS, DEP SEPTIC INSPECTOR
ON 8/17/01. ('HIS ELEVATION IS 7' BELOW THE BASE OF THE LEACH PIT )
+
STONE
%f ! LOT AREA 1
\ -�. _ _
' 58,8641 M, FT. DRIVE
_ _ 1
\ �3
u - -
u 34 '.9`-
' 3A + as I_ 35
I BOARD OF HEALTH
I + +
+ 32.6 ,-- 91.9348
34.2 ._-36 .._....?c ;� JS.� 35 _ MA
r87 + 351
� APPROVED DAT::
35.5 .
fr
.4 ._
01-1'74
. 370/ -_J6 n2>: Fox 509 362-%Og
37.5 ''�.�� / I ''SS'•..
BENCH MARK - CTR OF DOUBLE `
L=31.42' 30.7 4 C. BASINS EL. = 34.3' (F.SSMD) clown Cape engineering, Lnc,
20.00
�a8 / C VIL ENGINEERS
A.7 I '` 33 LAND SURVEYORS
939 chin s':. yar-iouth, Ina C2675
LOCATION MAP NTS
ASSESSORS MAP 123 PARCEL 82
ZONING DISTRICT: R40
YARD SETBACKS+
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF, - 322/59
FLOOD ZONE: C
NOTES:
1. DATUM IS APPROX. FROM QUAD
2, MUNICIPAL WATER 1SEXISTING
3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT.
L CTAiiir:^:, FOR ALL Pr�LCAST UIJITS T❑ BE AASHO H-10 .
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS,
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
TO BE USED FOR ANY OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4' PVC.
9, COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. CONTRACTOR TO NOTIFY DIG -SAFE AND WATER DEPT.
11. CONTRACTOR TO CONFI M INVERT ELEVATIONS
TO LEACH PITS PRIOR TO INSTALLATION OF ANY PORTION
OF SYSTEM
* ASSUMED MIN. 1' STONE AROUND PIT
Y/+R1.
Qxrno '^^;,-rEE
SITE
�h..
OF 59 SQUIRREL RUN`
IN THE TOWN OF:
YARMOUTH PORT
PREPARED FOR: D. K U S H N E R
20 0 20 40 60
cI--
ALE' 1" = 30' DATE: SEPT. 7, 2001
OF
ARNF H.C�G_ ���LIARNE'�J'��.
�r� 0 /
DATE