HomeMy WebLinkAbout59 Squirrel Run - Site Plan 5DWELLING
TOP FNDN. AT EL, 26.6'
SYSTEM PROFILE
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE> `
ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST /_ WITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM
24 85 PROPOSED15QO
j Fid GALLON SEPTIC
TANK (H- 10 )
( 2 % SLOPE)
DEPTH OF FLOW = 4
TEE SIZES,
INLET DEPTH = 10_
OUTLET DEPTH = 14
FOUNDATION- 10'
PIPE LEVEL
FIRST 2''.
RS USHED STONE OR MECHANICAL
C
PACTION. (15.221 123) MIN
( 1 % SLOPE) (_1_7 SLOPE)
SEPTIC TANK 10'
__ 29
/90 02
+ '30,4
EXIST. LPJ
(RETAIN) rr i
D' BOX
EXISTING LEACH PITS (RE -USE)
INVERTS = 23.6'1 AND 23.9'± (SEE VOTE
11.)
20'
BENCHMARK: USE TOP FNDN
AT ELEV. 26.6'
PROP. MASTER BEDROOM
E%PANSION
PROP. 1600 GAL.11 !'r \`
SEPTIC TANK 'hh LPl ( ( \,1; -5.4
(PUMP AND
REMOVE EXISTING / 7�
SEPTIC TANK)
ROP. D BOX
YG// ; '
EXIST, E%IST. DWELL.
LP
% 16 ' '
(RETAIN) J /
� 26.3
+ >88'
CONC./RET. NALL L6.8 26.4
br. / 26.d ,ry�
+296 5
ROEN ,) '6.6
ATiO
T 28.9 l -,E
',..7'�
f
to
l,2t 5
S
+ 283a
2G /n +c.b3+?o4 �
➢ 7
< 1 } ,yg
28.2
2 � 286
LEACFING
FACIL TY
GARAGE
' PROPOSED1500
9.75' GALLON SEPTIC
TANK (H- 10 )
CRUSHED STONE OR MECHANICAL
IPACTION. 05.221 I23)
DWELLING:
NOT
ALLOWED
> SEPTIC DESIGN: (GARBAGE DISPOSER IS
)
DESIGN FLOW: 3 BEDROOMS (110 GPD)
= 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GF-) ( 2 ) = 660
;.USE A 1500 GALLON SEPTIC T4NK
`GARAGE
NCT
ALLOWED
SEPTIC DESIGN (GARBAGE DISPOSER IS
)ESIGN FLCt: _2 BEDROOMS (110 GPD'
- 2=)1_GFL
,SE A 220GP: DESI ' FLOW
:;EPTIC TAN<• - 'L GP' ( 2 -) _ 4-0
SE A 150C G;)._L❑^I �EPT!C PNK
. C -pyo ' - / FIT
J7` k
APPROX. / WATERLINE 98 / LOCATION (UNMARKED)
+ 29.7 -
EXISTING
LEACHING
SIDES: -"'� -(`-5) * = 376
BOTTOM: - q' 1 �) 50
426 GPD
30a o `.3 �'9.7 + 'IT SIDES: 121(6 (2.5) 565
/ TENNIS COURT y �ti 30.9_ , '' 6 1.0 = 113
2 y[ ( )
y I -- �� g�[ ,- BOTTOM -
i --- ---- sv -4 02
p,NJN - cg z 31.9
678 GPD
y' n 131 7"
y /PROP 1500\GAL PROP .23 5 \\ ''.�.� y. U, TOTAL: 1104 GPD
ADDITION EXIST PROP. + 31. SEPTIC
7
SEPTIC TANK;-- ^ r0' GARAGE WAIE7E /{ SWAYER `SHUT\ -OFF..
-r/33 C \
\ + 34.3 �� _--_zIJ�J rW / 1' \ + ld
r ONTS/17/O:.TTER (THIS OELEOTO VAT:ON L',V�TIBELOWZTHE BASE 0 WILLIAMS, DEP SEPTIC INSPECTOR
y '2.1 / , 32 THE LEACH PIT.)
y } + 333 -
1 STONE
LOT AREA /
\ � � ,864± , FT. DRIVE \ J3
58
- SQ -----_-fes l
v +347-.. 35 -....} 3a9'-\33.5 -(
+ 33.1( - + 15.5 \ ,4
�i 34.5
\ 9
+ 32.6X34.8
38 _._ &_ ._ � �.,2, 33
187 / + 35.b /h p�/sus
,ya . 0 �}" 37.0 _. 7 ....,, /
f/ _ 36
37.5 /
� BENCH MARK - CTR OF DOUBLE
L=31.42'ip7l�� C. BASINS EL. 34.3' (ASSMD)
�6
R=20.00'38 xz�
101-179
BOARD OF HEALTH
APPROVED DATE
off 508-362-45al
iaz SOB 362-5890
h
down cape engineering, inc,
CIVIL ENGINEEIRS
LAND SURVE"OIRS
939 main st. yarrlouth, ma 02575
MA
I
ROUTE 6A
LOCUS
PNE SL 50
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 IC EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT.
4 IIFcT(,I\I.I F!71TITNG I7nR A! 1 PRF' AQT IINTTS Tn RF AACWI H_10,..
S. WIPE 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 CONFIRM INVERT ELEVATIONS
TO LEACH PITS PRIOR TO INSTALLATION OF ANY PORTION
OF SYSTEM
ASSUMED MIN. 1' STONE AROUND PIT
TITLE 5 SITE PLA
OF 59 SQUIRREL RUN
W THE TOWN OF:
YARMOUTH PORT
PREPARED FOR: D. K U S H N E R
20 0 20 40 60
r�
GALE: 1" = 30' DATE: SEPT. 7, 2001
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