HomeMy WebLinkAbout59 Squirrel Run - Site Plan 4kwp".'T '
DWELLING SYSTEM PROFILE
TOP FNDN. AT EL. 26.6'
_+ ACCESS COVER TO WITHIN 6' OF FIN. GRADE <NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST W[7HIN 6' OF FIN. GRADE 27. SLOPE REpUIRED OVER SYSTEM
RUN PIPE 'LEVEL
24.85' FOR FIRST 2;
LGALLON
ED1500
�/ SEPTIC 24.40'
- 10 ) GAS •24.13
BAFFLE 24.30'
(--2-'/ SLOPE) �_6- CRUSHED .STONE OR MECHANICAL
COMPACTION, (t5.221 (21)
MIN
DEPTH OF FLOW = 4 (11 % SLOPE) ( 7. SLOPE)
TEE SIZES
INLET DEPTH = 10"
OUTLET DEPTH = 14
FOUNDATION- 10' - SEPTIC TANK 10' D' BOX
:q
EXISTING LEACH PITS (RE -USE)
INVERTS = 23.6'± AND 23.9'± (SEE NOTE
11.)
20'
7 BENCHMARK: USE TOP FNDN
9002AT ELEV. 26.6'
+ 30.4
�I
PROP. MASTER BEDROOM
4 31.0 t --. EXPANSION
\I EXIST. LP (1�
.
(RETAIN)I k
' Y SEPTIC IAD GAL �r ` k.. .....�
ail 1, SEPTIC TANK LPl
V }F
REMOVE EXISTING 7 / 12
`� SEPTIC TANK)
�R --
PROP. D'BO%,---�
7
!
EXIST. DWELL.
EXIST.. LP
I Y / (RETAIN) % LP
i
26.3
+_8.8
CONC.; RET. ALL 26.8 26.4
26.4 y
+ 245
. j 5 26.3
!! GARDEN�{(jj I�'y i 71 6.e 26
N ��!• j f '»-`�/�%:Itl j'Y-. ! 7. QAT10 ➢ + 26.3 +
+ w3 lr 28.5
J cs �.rlD to 1 V + n.5
9.4 - ea.2 28.6
h -._. 111
/ 33. i, .I•-. / \.¢2 90 LOCATION WATERLINE
E
// D)
' n.) + 29.7
'.-,300 v 0.3 /
TENNIS COURT t, -309 'r V0.4
LEACfIING
FACILITY
29.75'
m
GARAGE
PP,OPOSED1,500
GALLON SEPTIC
TANK (H- 10 )
6' CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 121)
DWELLING:
SEPTIC DESIGN (GARAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS (110 GPD) = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD ( 2 ) = 660
USE A 1500 GALLON SEPTIC TANK
GARAGE
::EPTIC DESIGN (GARBAGE DISPOSER IS NOT ALLOWED
IIESIGN FLC'A/• ? BEDROOMS ( 11_0 GPD) = 220 GPD
USE A 230 GPI) DESIC N FLOW
SEPTIC TAN 0 G°L ( 2 ) = 440
USE A 1500 GALLON SEPTIC TANK
EXISTING
LEACHING:
81(6 (2.5 * =
P T sines: - ) 376-
# BOTTOM; el'(t_,0) = 50
426 GPD
SIDES: 12 f 6 (2.5) = 565
--
2 BOTTOM: 6t< (1.0) = 113
)
�-331.Q
% 60 §32 l j9 7 678 GPD
/PROP. 1500 •GAL. PROP.�.} 3U,7
SEPTIC TANK;--��~ 7 ADDITION EXIST Peon. + 3
t, \ TOTAL: 1104 GPD
iE 33. 2 / O 3t.7 GARAGE wwlERllrvE
+ 343 ', 21' \ -
/ +
" '2.1 ,-- - U WATER ''sHUT-oFF WA
'ER NO "ER FOUND TO ELEVATION 11.2' PER TROY WILLIAMS, DEP SEPTIC INSPECTOR
'
/ ' } + -3? ON 8/17/01. (THIS ELEVATION IS T EELOW THE BASE OF THE LEACH PIT,)
LOT AREA - .I STONE / -
\ 58,864± SQ. FT.. 1\ DRIVE
/ 33
5 + 34 7 3
r-
+ 33.1 + 35.5 / `_.� q%(✓ -+34.5
+32.6 9
34.2
��. 36 h .752 / 348
-35
o +35.G
k i N.
17-
.... /
�y. BENCH MARK - CTR OF DOUBLE
/ L=30.00 /S6.7� C. BASINS EL. = 34.3' (ASSMD)
�6 R=20.00' /._ 37�
3e y
7
01-174 '� //
BOARD OF HEALTH
APPROVED DATE
off 508-362-4541
FaK 508 362-9880
down cape engineering, inc.
� IVIL ENGINEERS
L -AND SURY/EYGRS,
939 main st. varmouth, na 02675
I
_i
ROUTE 5A
LOCUS
S�0
PINE ST.
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 IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT.
4. LESICJI'4 LuH IIN; r Lik ALL PRECAS F UNITS TO BE AASH❑ H-10
S 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 CONFIRM INVERT ELEVATIONS
TO LEACH PITS PRIOR TO INSTALLATION OF ANY PORTION
OF SYSTEM
* ASSUMED MIN. 1' STONE AROUND PIT�`"'ctx
pPPROYfD !
YARriOUinOn r.11TTEE i
0)(HRD 1
OF 59 SQUIRREL RUN
IN THE TOWN OF: -- -
YARMOUTH PORT
MA PREPARED FOR: D. KUSHNER
210 0 20 40 60
CALE: 1" = 30' DATE: SEPT. 7, 2001
to Of ya
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ARNE H. w9cyG �� ARNE
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