HomeMy WebLinkAbout20 Kelley Road Site and Sewage PlanT.O.F. AT EL. 30.5' SEPTIC PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
29.5' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE -
2% SLOPE REQUIRED OVER SYSTEM
28.0' .
PROPOSED 1500
27.7
6,
7 76' GALLON SEPTIC
TANK (H- 10 )
SLOPE)
DEPTH OF FLOW = 4
TEE SIZES.-
INLET
IZES:INLET DEPTH = 10"
OUTLET DEPTH =14
FOUNDATION-
n
r^.
27.51'
GAS
BAFFLE
CRUSHED STONE OR MECHANICAL
IPACTION. (15.221 [21)
( 1 % SLOPE)
12' - SEPTIC TANK
RUN PIPE LEVEL
FOR FIRST 2'
�27.02'
26.
go
( % SLOPE)
32' D' BOX -
j� 230.36
2" DOUBLE WASHED PEASTONE
3/4" TO 1 1/2" DOUBLE WASHED STONE
30.5'
3'MAX.
27.72'
0 SIDES
15' LEACHING
FACILITY 4.09' 18.9'
20.8'
(GROUNDWATER ESTIMATED AT EL. 6.0 +/-)
TEST HOLE LOGS
ENGINEER: A.H. OJALA, PE
WITNESS: A. VON HONE, RS
DATE: JUNE 25, 1998
PERC. RATE _ < 2 MIN. PER INCH
CLASS I SOILS P# N/A
1 ELEV.
0" 30.8' 0,.
A
10" LS
B
LS
l0YR 5/6
20" 29.1'
C
MS
2.5Y 6/4
M71
Q ELEV.
z
31.0'
0 & A
(DISTURBED)
LS
B
LS
28" 10YR5/6 28.6'
C
M /F
LOCATION MAP SCALE 1" = 4,T,51
ASSESSORS MAP 53 PARCEL M10
ZONING DISTRICT: R-40
YARD SETBACKS:
FRONT = 30
SIDE = 20
REAR = 20
PLAN REF. - 426/34
FLOOD ZONE: C
j
THZ I / 2.5Y 6/4
/I
EDGE OF CLEARING/TREELINE �ti i
/ 20.8' " 21.0'
120" 120
NO WATER ENCOUNTERED NOTES:
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1. DATUM IS APPROXIMATED FROM DENNIS QUAD
52'
/ 1
9,i=H 1. I
i
HIGH PT. = 30.2'
/ �'y DESIGN FLOW: 4_ BEDROOMS ( 110 GPD) = 440 GPD 2. MUNICIPAL WATER IS AVAILABLE
/ LOT 2 I 1 I � USE A 440 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
/ I 1 / 440 = R80 4. DESIGN LOADING, FOR ALL PRECAST_ UNITS TO BE AASHO H- 10
40,658 s. f. `SEPTIC TANK: GPO ( 2 1
(0.93 ac.) 1 / - 5. PIPE JOINTS_TO BE MADE WATERTIGHT.
/ USE A 1500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
I / / LEACHING: ENVIRONMENTAL CODE TITLE V.
`0 SIDES: 2(33.5 + 12.83) 2 (.74) = 137 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
DECK 33.5 x 12.83 (.74) = 318 USED FOR LOT LINE STAKING.
/i BOTTOM!
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
PROP • 4 gR 1 �'®i TOTAL: 614 S. F. 455 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
USE 3 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
rOP FNDN = 030.5 i j ( ) 500 GAL. ACME OR QUAL ACHIN FROM BOARD OF HEALTH.
\ I r4 CHAMBERS WITH 4' OF STONE ALL AROUND 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
AREA OXL EDGE OF AVED ` I\ LEGEND
SITE AND SEWAGE PLAN
205.36 ARKING ` J / i 1� I 100.0 PROPOSED SPOT ELEVATION OF
i _-29- -- #20 KELLEY ROAD
EOP \ R� p / 100x0 EXISTING SPOT ELEVATION
1N THE TOWN OF:
K�L 4o° 11 100 PROPOSED CONTOUR (SOUTH) YARMOUTH
L Y 4'0_4D - - 100 - - EXISTING CONTOUR PREPARED FOR
TOWN OF YARMOUTH VARIANCE REQUIRED: TOP OF FOUNDATION
TO BE 0.3' ABOVE HIGH POINT IN ROAD (1.7' VARIANCE
REQUESTED)
98-243
MICHAEL MCCARTHY
30 0 30 60 90
BOARD OF HEALTH
HYDRANTRK D-1 f� MA 1„ = 30' JULY 30, 1998
TAG BOLT #149
AP OVED DATE SCALE: DATE:
EL = 30.27
off 508-362-4541
fox 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
�}N Of
Aw t4 Of
OYUA �, orA ARNE 9�5G
3 CIVIL H.
No. No. o. 2
AC61$ � Q 28348 op
E CI$iEAE�OQ,� J"�DAYTE AR OJALA, P. !
i
i
HIGH PT. = 30.2'
/ �'y DESIGN FLOW: 4_ BEDROOMS ( 110 GPD) = 440 GPD 2. MUNICIPAL WATER IS AVAILABLE
/ LOT 2 I 1 I � USE A 440 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
/ I 1 / 440 = R80 4. DESIGN LOADING, FOR ALL PRECAST_ UNITS TO BE AASHO H- 10
40,658 s. f. `SEPTIC TANK: GPO ( 2 1
(0.93 ac.) 1 / - 5. PIPE JOINTS_TO BE MADE WATERTIGHT.
/ USE A 1500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
I / / LEACHING: ENVIRONMENTAL CODE TITLE V.
`0 SIDES: 2(33.5 + 12.83) 2 (.74) = 137 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
DECK 33.5 x 12.83 (.74) = 318 USED FOR LOT LINE STAKING.
/i BOTTOM!
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
PROP • 4 gR 1 �'®i TOTAL: 614 S. F. 455 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
USE 3 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
rOP FNDN = 030.5 i j ( ) 500 GAL. ACME OR QUAL ACHIN FROM BOARD OF HEALTH.
\ I r4 CHAMBERS WITH 4' OF STONE ALL AROUND 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
AREA OXL EDGE OF AVED ` I\ LEGEND
SITE AND SEWAGE PLAN
205.36 ARKING ` J / i 1� I 100.0 PROPOSED SPOT ELEVATION OF
i _-29- -- #20 KELLEY ROAD
EOP \ R� p / 100x0 EXISTING SPOT ELEVATION
1N THE TOWN OF:
K�L 4o° 11 100 PROPOSED CONTOUR (SOUTH) YARMOUTH
L Y 4'0_4D - - 100 - - EXISTING CONTOUR PREPARED FOR
TOWN OF YARMOUTH VARIANCE REQUIRED: TOP OF FOUNDATION
TO BE 0.3' ABOVE HIGH POINT IN ROAD (1.7' VARIANCE
REQUESTED)
98-243
MICHAEL MCCARTHY
30 0 30 60 90
BOARD OF HEALTH
HYDRANTRK D-1 f� MA 1„ = 30' JULY 30, 1998
TAG BOLT #149
AP OVED DATE SCALE: DATE:
EL = 30.27
off 508-362-4541
fox 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
�}N Of
Aw t4 Of
OYUA �, orA ARNE 9�5G
3 CIVIL H.
No. No. o. 2
AC61$ � Q 28348 op
E CI$iEAE�OQ,� J"�DAYTE AR OJALA, P. !