HomeMy WebLinkAboutEngineered Plan - 2016LOCATION MAP
LOT 44 (13,300 SF)
ASSESSORS MAP: 91 PARCEL: 101
PLAN BOOK: 223, PAGE: 153
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LEACHING AREA:
USE 2 - 500 GALLON CHAMBERS (8.5'x 4.8'x 2' EFF. DEPTH) WITH
4' OF STONE ALL AROUND (25' x 12.8' x 2' DEEP)
SIDE AREA: (25' + 12.8') x 2 x 2 = 151 SF (0.74) =_L12 GAUDAY
BOTTOM AREA: 25'x 12.8'= 320 SF (0.74) = 237 GAUDAY
CAPACITY = 349 GAUDAY
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EX\ST ROOM
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LOCUS
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DINING
ROOM
SEPTIC SYSTEM DESIGN
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2. SECTION 15.211 (1): SEPTIC TANK TO BE LESS THAN 10' FROM LOT LINE (VARIANCE OF 2').
4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS.
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FLOW ESTIMATE:
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL.
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL
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3 BEDROOMS AT 110 GAL / DAY = 330 GAL / DAY
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
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CORNER OF
SLATE PORCH
SEPTIC TANK:
ELEVATION = 101.34
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
330 GAL / DAY x 2 DAYS = 660 GAL
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USE 1500 GALLON SEPTIC TANK
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LOCATION MAP
LOT 44 (13,300 SF)
ASSESSORS MAP: 91 PARCEL: 101
PLAN BOOK: 223, PAGE: 153
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PAVED
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�A �� \
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\ 4- 10100
M16-18i.p.
LEACHING AREA:
USE 2 - 500 GALLON CHAMBERS (8.5'x 4.8'x 2' EFF. DEPTH) WITH
4' OF STONE ALL AROUND (25' x 12.8' x 2' DEEP)
SIDE AREA: (25' + 12.8') x 2 x 2 = 151 SF (0.74) =_L12 GAUDAY
BOTTOM AREA: 25'x 12.8'= 320 SF (0.74) = 237 GAUDAY
CAPACITY = 349 GAUDAY
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EX\ST ROOM
O pEna,N1,0A •44
9
FAMILY
ROOM
KITCHEN
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DINING
ROOM
L
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2. SECTION 15.211 (1): SEPTIC TANK TO BE LESS THAN 10' FROM LOT LINE (VARIANCE OF 2').
4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS.
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7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL.
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL
CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
FAMILY
ROOM
SEPTIC SYSTEM SECTION
TOP OF
FOUNDATION
BATH
BATH
ELEV.
1500 GAL
SEPTIC TANK
(6" OF STONE UNDER OR
OF
COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
T MAX.
erft, COVER
(V MIN)
ELEV. 97 02 96.85
ELEV. D -BOX ELEV.
ME(CHOUNDER OR
COMPACTED)
-GAS BAFFLE
AT OUTLET TEE
ELEV.
TEST HOLE LOGS
ENGINEER: THOMAS McLELLAN, P.E.
WITNESS: AMY VON HONE, R.S.
DATE: 5-26-16
BED PERCOLATION RATE: < 2 MIN/IN
ROOM
BED I BED
ROOM ROOM
NOTES:
PEASTONE OR FILTER FABRIC
3/4" -1 1/2"
WASHED STONE
INSPECTION PORT
ELEV.= 97.5
1, l 9 ° ° ° ° HM 94.67
H <--> ELEV.
-25'x 12.8'
2 - 500 GALLON CHAMBERS WITH
4' OF STONE ALL AROUND
(25'x 12.8'x 2' DEEP)
TH-1 100.5
FILL ELEV.
O/A HORIZON
LOAMY SAND
10YR 4/1 99.0
B HORIZON
LOAMY SAND
10YR 5/8 98.3
C HORIZON
MEDIUM SAND PERC AT 48"
2.5Y 7/4
138"1 1 89.0
NO GROUND WATER ENCOUNTERED
KITCHEN
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DINING
ROOM
REQUIRED VARIANCES FROM TITLE FIVE:
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
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2. SECTION 15.211 (1): SEPTIC TANK TO BE LESS THAN 10' FROM LOT LINE (VARIANCE OF 2').
4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS.
LIVING
ROOM
SEPTIC SYSTEM SECTION
TOP OF
FOUNDATION
BATH
BATH
ELEV.
1500 GAL
SEPTIC TANK
(6" OF STONE UNDER OR
OF
COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
T MAX.
erft, COVER
(V MIN)
ELEV. 97 02 96.85
ELEV. D -BOX ELEV.
ME(CHOUNDER OR
COMPACTED)
-GAS BAFFLE
AT OUTLET TEE
ELEV.
TEST HOLE LOGS
ENGINEER: THOMAS McLELLAN, P.E.
WITNESS: AMY VON HONE, R.S.
DATE: 5-26-16
BED PERCOLATION RATE: < 2 MIN/IN
ROOM
BED I BED
ROOM ROOM
NOTES:
PEASTONE OR FILTER FABRIC
3/4" -1 1/2"
WASHED STONE
INSPECTION PORT
ELEV.= 97.5
1, l 9 ° ° ° ° HM 94.67
H <--> ELEV.
-25'x 12.8'
2 - 500 GALLON CHAMBERS WITH
4' OF STONE ALL AROUND
(25'x 12.8'x 2' DEEP)
TH-1 100.5
FILL ELEV.
O/A HORIZON
LOAMY SAND
10YR 4/1 99.0
B HORIZON
LOAMY SAND
10YR 5/8 98.3
C HORIZON
MEDIUM SAND PERC AT 48"
2.5Y 7/4
138"1 1 89.0
NO GROUND WATER ENCOUNTERED
Permit valid for Rt'.I'A11t OF SI,:PTIC SYSTEM
ONLY, d'ue to State and I "cal septic variances.
Board oflicalth review and aliprnvaI is required for
any, tulure +dilitinns/revocations/alterations to
sewage facilities and/or struetures/dwwelling.
a etre
Yarmouth Health Department
APPROVED/SP S
Date'
EXISTING FLOOR PLAN
1. VERTICAL DATUM: ASSUMED
2. MUNICAPAL WATER IS AVAILABLE.
EXISTING CONTOUR: - - - -
REQUIRED VARIANCES FROM TITLE FIVE:
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
1. SECTION 15.211 (1): LEACH AREA TO BE LESS THAN 10' FROM LOT.LINE_(VARIANCE OF 2').
2. SECTION 15.211 (1): SEPTIC TANK TO BE LESS THAN 10' FROM LOT LINE (VARIANCE OF 2').
4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS.
5. PIPE PITCH = 1/8" & 1/4" PER FOOT (UNLESS NOTED OTHERWISE).
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL.
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL
CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 31.
11. FIELD SURVEY PROVIDED BY TERRY A. WARNER, P.L.S., HARWICH, MA.
BENCHMARK AT
12. THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND
IS SUBJECT TO CHANGE UNTIL SUCH TIME.
CORNER OF
SLATE PORCH
13. EXISTING CESS POOL IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
ELEVATION = 101.34
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
Permit valid for Rt'.I'A11t OF SI,:PTIC SYSTEM
ONLY, d'ue to State and I "cal septic variances.
Board oflicalth review and aliprnvaI is required for
any, tulure +dilitinns/revocations/alterations to
sewage facilities and/or struetures/dwwelling.
a etre
Yarmouth Health Department
APPROVED/SP S
Date'
JUS! -I U 2016
HEALTH DEPT. SITE PLAN
LOCATION:
°A 22 OUT OF BOUNDS DR., S. YARMOUTH,MA
PREPARED FOR:
I r ANN MAHONEY
g , x1 ,✓1' DATE: 6-3-16 SCALE: 1" = 20'
BASS RIVER ENGINEERING
THOMAS J. McL AN, P.E. P.O. BOX 1163, EAST DENNIS, MA 02641
508-364-9048
KEY:
EXISTING CONTOUR: - - - -
�l 100
PROPOSED CONTOUR: .............
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25.5
TEST HOLE:
UTILITY POLE: -o-
FENCE LINE: -
HYDRANT:
RETAINING WALL:
JUS! -I U 2016
HEALTH DEPT. SITE PLAN
LOCATION:
°A 22 OUT OF BOUNDS DR., S. YARMOUTH,MA
PREPARED FOR:
I r ANN MAHONEY
g , x1 ,✓1' DATE: 6-3-16 SCALE: 1" = 20'
BASS RIVER ENGINEERING
THOMAS J. McL AN, P.E. P.O. BOX 1163, EAST DENNIS, MA 02641
508-364-9048