HomeMy WebLinkAbout39.8 - Title 5 Site PlanTOP FNDN. AT EL. 24.4
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
I l RUN PIPE LEVEL
' FOR FIRST 2'
EXISTING�0
GALLON SEPTIC
RV2 TEE
TANK (H- 110 ) GAS
BA18.5'
(RE -USE} FFLE 16.67'
H-20 D'BOX
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2J)
DEPTH OF FLOW = ¢ (9_7 % SLOPE) (_L_7 SLOPE)
TEE SIZES:
INLET DEPTH 10"
OUTLET DEPTH = 14"
FOUNDATION- EXIST. - SEPTIC TANK 28'
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF
SEPTIC SYSTEM
2�6 g1'
�
7239"
i
23.6
I PAVED DRIVE
f �2:
LOT 2 1-23 7
25,725± SQ. FT. -r 24.0
4.0
-}
3.�
f"' "-• �. EXISTING 24.4
I DWELL.
f TF 24.4' EXIST. 1000
f GAL. ST
DECK (RE -USE)
f EXIST. LEACH PIT
y pp_8 f NOTE 10)
\4- L is 236.6
OOD \
k vb 2
i� \W
+ c1 1 ?
IV
4 w
21.9 22 22'2 NAMENT
i.
+
TH
12" OAK + __
i
+
03-362 SAS 2
2" DOUBLE WASHED
3/4" TO 1 1/2" DOUBLE WASHI-D STONE
- D' BOX i 1 1 "
1
1
1
11
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l
1
11
N } 20.8
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111
1
1
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\ 1 �
20.3
CD
Ul
'F 20.0
19.9 C=5
2 16
2.1
1 0
9 1� b
-x'w'-
8" OAK
+ 2 1�) 8" OAK
C2
10" P.PINES 8" OAK
LEACHING
FAC'LITY
PROVIDE INSPECTION PORT WITHIN
6" OF FINISH GRADE
�n n•
3' MAX.
19.0'
16.17'
5.77'
10.4
TEST HALE LDGS
ENGINEER: ARNE H. OJALA, PE
WITNESS: LYNN McCARTIN
DATE: DECEMBER 3, 2003
PERC. RATE = < 2 MIN/INCH
CLASS I SOILS P#
ELEV.
0" 21.7'
0&A
LS
4" 10YR 3/2
E
ENCOUNTERED
MS
100.0 PROPOSED SPOT ELEVATION
91,
10YR 6/2
NOTES:
SEPTIC
B
)
DATUM IS ASSUMED
LS
FLOW: 3 BEDROOMS (L 10 GPD) =
36"
10YR 5/6
18.7'
C
PERC
FS
2.5Y 6/4
a
A
F,
z
LOCUS
CCO�R
� e
p�v
RTE. 28
LOCATION MAP NTS
ASSESSORS MAP 39 PARCEL 8
2N
135.5" 1
LEGEND
10.4'
NO GROUNDWATER
ENCOUNTERED
1
1
100.0 PROPOSED SPOT ELEVATION
NOTES:
SEPTIC
DESIGN:1.
(GARBAGE DISPOSER IS NOT ALLOWED
)
DATUM IS ASSUMED
DESIGN
FLOW: 3 BEDROOMS (L 10 GPD) =
330 GPD
2.
MUNICIPAL WATER IS EXISTING
USE A
330 GPD DESIGN FLOW
3.
MINIMUM PIPE PITCH TO BE 1/8" PER MOT,
660
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20
SEPTIC
TANK: 330 GPD ( 2) _
o
o
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
USE A
?000 GALLON SEPTIC TANK (RE -USE
EXISTING)
6.
CONSTRUCTION DETAILS 'TO BE IN ACCORDANCE WITH MASS,
LEACHING:
BOARD OF HEALTH
ENVIRONMENTAL CODE TITLE V.
J
2(30 + 9.83) 2 (.74) =
117
7.
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
SIDES:
MA
TO BE USED FOR ANY OTHER PURPOSE.
BOTTOM: 30 x 9.83 (.74) =
218
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TOTAL
335
452 S.F. GPD
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
19.5
fox 508 362-9880
INSPECTION BY BOARD OF HEALTH AND ERMISSION OBTAINED
USE (3)
500 GAL, LEACHING CHAMBERS (ACME
OR
FROM BOARD OF HEALTH.
EQUAL)
WITH 2.5' STONE AT SIDES AND 2.25'
AT
10.
PUMP & REMOVE FAILED LEACH PIT
ENDS
-f 19.4
1
REMOVE ALL CONTAMINATED SOILS WITHIN 5' OF NEW FACILITY
2N
+20,11
LEGEND
1
1
100.0 PROPOSED SPOT ELEVATION
1
100x0 EXISTING SPOT ELEVATION
/ SO
19.7
100 o PROPOSED CONTOUR
+ 19.9
100 - EXISTING CONTOUR
o
o
\BENCH
MARK - CTR. OF
C.BASIN EI_ = 19.3
rn
BOARD OF HEALTH
J
+ 19.8
/
MA
/
APPROVED DATE
/
off 508-362-4541
19.5
fox 508 362-9880
/
I
/
down cape engineering, inc.
-f 19.4
1
CIVIL ENGINEERS
LAND SURVEYORS
X939 moin st. yarmouth, ma 02675
TITLE 5 SITE PLAN
OF 5 PARTRIDGE VALLEY ROAD
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR: ANDREW UNDERWOOD
20 0 20 40 60
SCALE: 1" = 20' DATE: DECEMBER 13, 2003.
REV 3/17/04 (H-20 COMPONENTS)
H OF 0,f%9
moo`' ARNE K. cSc t1 OF4/q��
I� CIVIL ARNE Gm
No. 30792/7/
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' SfONAL E' Ff y.
'MRE H. 0 ° P. L. S. DATE