HomeMy WebLinkAbout22.245 - Site and Sewage PlanEXIST' SEPTIC PROFILE
T.O.F. AT EL. 13.39'
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) -
� ACCESS COVER (WATERTIGHT) TO
12.2' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6 OF FIN. GRADE
2% SLOPE REQUIRED OVER -SYSTEM'.. 11.01
RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE OVER
10.59' FOR FIRST 2'
PROPOSED 1500 CULTEC FILTER FABRIC PER MANUFACTURERS SPECS
10.39' GALLON SEPTIC 10.14' OVER ENTIRE LEACHING FACILITY 10.2'
TANK (H- 10 ) GAS 0 00
BAFFLE 10.11' �� 9.94 9.81 1H
oQ37 00 9.48'
( 2' --%. SLOPE) �_67 CRUSHED STONE. OR MECHANICAL
COMPACTION. (15.221 [21)
DEPTH OF FLOW = 4' (-L-% SLOPE) ( %SLOPE) 3/4" TO 1 112" DOUBLE WASHED STONE
TEE SIZES: 10"
INLET DEPTH = 5'
OUTLET DEPTH = 14"
FOUNDATION— 10' SEPTIC TANK 3' D' BOX 15' 1s LEACHING
FACILITY
ADJ WATER ® 4.48'
BENCHMARK: USE TOP
FOUNDATION AT EL. 13.39'
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HOUSE
UNDER CONSTRUCTION
TF = 13.39'
Area = 8.360 sq.Rt
0.19 Acres* /
6.6
8.3
98-442
21'
12. '
13.4
WELL:. NIIW 29
ZONE: -A
ADJ.: 1.1'
TEST HOLE LOGS
ENGINEER: JOHN S. ANDERSON, PE
WITNESS: RICHARD JUDD, RS
DATE: 6/21/97
PERC. RATE _ < 5 MIN/INCH
CLASS I SOILS p# N/A
96^ 1.05'
10.2
GROUND SHOT
ON ABUTTING SEPTIC SYSTEM
S_�TIC DF�-Ir^1 !(dARAABF DISPOSER IS NOT ALLOWED )
DESIGN FLOW: 3_ BEDROOMS (1 70 GPD) = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD ( 2 } = 660
8' 4.2 USE A 1500 GALLON SEPTIC TANK
LEACHING:
N/A
SIDES:
BOTTOM: 30 x 15 (.74) 333
TOTAL: 450 S.F. 333 GPD
1t USE FIELD CONFIGURATION OF 2 ROWS OF (3) C4
il• FIELD DRAIN PANELS WITH 3' OF STONE AT SIDES, 1'
RES / BEP:^LEEN ROWS AND 3' AT ENDS
i 9.6 LEGEND
1.0' IN EVENT OF INSTALLATION OF
5' RESERVE, INSTALL 40 MIL LINER AT 100.0 PROPOSED SPOT ELEVATION
5' OVERDIG IN AREA SHOWN
ti (CONSULT WITH DESIGN ENGINEER 100xO EXISTING SPOT ELEVATION
PRIOR TO INSTALLATION)
O 97 100 PROPOSED CONTOUR
15' -- 100 EXISTING CONTOUR
BOARD OF HEALTH
1 24 a 16/ MA
—APPROVED DATE
off 508-362-4541
fax 508 382-9860
down cape engineering, inc.
_ ;�CLVIL„:ENGINE ERS.,
LAND SURVEYORS
939 main St. yarmouth, ma 02675
0
I
' 1 .
LOCATION MAP SCALE 1”
ASSESSORS MAP 12 PARCEL F35
ZONING. DISTRICT:
YARD ~SETBACKS:
FRONT =
SIDE =
REAR =
PLAN REF. -
FLOOD ZONE: A9 EL 10 AND B
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO 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 WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
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. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPOOLS.
11. WATER -TEST D'BOX FOR LEVELNESS
SITE AND SEWAGE PLAN
OF 7 WINCHESTER COURT
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR:
20 0 20 40 60 Feet
SCALE: 1" = 20' DATE: NOVEMBER 24, 1998
REV. DEC. 18, 1998 (RESERVE INFO)
vo. 3079
1
----------------
n A 'VV
ARNE H. OJALA,
Q
ELEV.
0"
9.05' 0"
A
SL
4^
1OYR 3/2
A
MS
12"
1OYR 3/2
B
MS
26"
1OYR 5/6
6.88'
C
M/F
2.5Y 6/6
68"
obs water
3.38'
96^ 1.05'
10.2
GROUND SHOT
ON ABUTTING SEPTIC SYSTEM
S_�TIC DF�-Ir^1 !(dARAABF DISPOSER IS NOT ALLOWED )
DESIGN FLOW: 3_ BEDROOMS (1 70 GPD) = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD ( 2 } = 660
8' 4.2 USE A 1500 GALLON SEPTIC TANK
LEACHING:
N/A
SIDES:
BOTTOM: 30 x 15 (.74) 333
TOTAL: 450 S.F. 333 GPD
1t USE FIELD CONFIGURATION OF 2 ROWS OF (3) C4
il• FIELD DRAIN PANELS WITH 3' OF STONE AT SIDES, 1'
RES / BEP:^LEEN ROWS AND 3' AT ENDS
i 9.6 LEGEND
1.0' IN EVENT OF INSTALLATION OF
5' RESERVE, INSTALL 40 MIL LINER AT 100.0 PROPOSED SPOT ELEVATION
5' OVERDIG IN AREA SHOWN
ti (CONSULT WITH DESIGN ENGINEER 100xO EXISTING SPOT ELEVATION
PRIOR TO INSTALLATION)
O 97 100 PROPOSED CONTOUR
15' -- 100 EXISTING CONTOUR
BOARD OF HEALTH
1 24 a 16/ MA
—APPROVED DATE
off 508-362-4541
fax 508 382-9860
down cape engineering, inc.
_ ;�CLVIL„:ENGINE ERS.,
LAND SURVEYORS
939 main St. yarmouth, ma 02675
0
I
' 1 .
LOCATION MAP SCALE 1”
ASSESSORS MAP 12 PARCEL F35
ZONING. DISTRICT:
YARD ~SETBACKS:
FRONT =
SIDE =
REAR =
PLAN REF. -
FLOOD ZONE: A9 EL 10 AND B
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO 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 WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
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. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPOOLS.
11. WATER -TEST D'BOX FOR LEVELNESS
SITE AND SEWAGE PLAN
OF 7 WINCHESTER COURT
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR:
20 0 20 40 60 Feet
SCALE: 1" = 20' DATE: NOVEMBER 24, 1998
REV. DEC. 18, 1998 (RESERVE INFO)
vo. 3079
1
----------------
n A 'VV
ARNE H. OJALA,