HomeMy WebLinkAboutEngineered Plan - 2020LOCUS—) I - \ II 25.0'
LOCATION MAP MAP ..............
LOT 40 (12,349 SF)• • • • .. • . •
ASSESSORS MAP: 89 PARCEL: 16 N
LAND COURT CASE 31209D
LEACH AREA DETAIL
I
�c
99
1
98
M20-03
BENCHMARK AT
CONCRETE BOUND
ELEVATION = 99.36
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
3 BEDROOMS AT 110 GAL / DAY = 330 GAL / DAY
SEPTIC TANK:
330 GAL / DAY x 2 DAYS = 660 GAL
USE 1500 GALLON SEPTIC TANK
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' EFF. DEPTH)
SIDE AREA: (25' + 12.8') x 2 x 2 = 151 SF (0.74) = 112 GAL/DAY
BOTTOM AREA: 25'x 12.8'= 320 SF (0.74) = 237 GAL/DAY
CAPACITY = 349 GAL/DAY ;
SEPTIC SYSTEM SECTION
BED BATH KITCHEN I DINING
ROOM BATH , ROOM
TION
_EV.
✓ 1 buu GAL
SEPTIC TANK
(6" OF STONE UNDER OR
MECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
BED BED LIVING
ROOM ROOM ROOM GARAGE
I EXISTING FLOOR PLAN I
Permit valid for REPAIR OF SEPTIC SY
ONLY, due to State and Local septic var
Board of Ilcalth Iv�iew and approval is redui
any future allJltions/renovations/alteratio
sewage facilities and/or structures/dwelling.
Yannlntth Ilealth Department
APPROVED
TERR
ANIv �,
WARN'
No. 38721 p-
MAX.
1/4" per ft COVER
ift(1' MIN)
8
/7[_T -F 1/8"per ft
D -BOX "
MECHANICALLY COMPACOTED)
J 6.0
ELEV.
-GAS BAFFLE
AT OUTLET TEE
TEST HOLE LOGS
ENGINEER: THOMAS MCLELLAN, P.E.
WITNESS: MALORY LANGLER, R.S.
DATE: 2-13-20
PERCOLATION RATE: < 2 MIN/IN
2" PEASTONE OR FILTER FABRIC
- 3/4" -1 1/2" DOUBLE
7W HED STONE
INSPECTION PORT
�- ELEV.= 96.83
Wal I* °°°°°°°° °I'lMd 94.0
4 4 ELEV.
25'x 12.8'
2 - 500 GALLON CHAMBERS WITH
4' OF STONE ALL AROUND
(25'x 12.8'x 2' EFF. DEPTH)
TH-1 100.0
— I ELEV.
0/A HORIZON
LOAMY SAND
10YR 4/1 98.2
B HORIZON
LOAMY SAND PERC AT 36"
10YR 5/8
C HORIZON
MEDIUM SAND
2.5Y 7/4
132"1 1 89.0
NO GROUND WATER ENCOUNTERED
NOTES:
1. VERTICAL DATUM: ASSUMED
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS.
_15-2IPE PITCH = 1/4" PER FOOT (UNLESS NOTED OTHERWISE).
RST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
ices.
I IbrT AE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL.
e.OALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL
C' DE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
10. ROUND COVER OVERALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED T WITHOUT VARIANCE.
11. IELD SURVEY PROVIDED BY TERRY A. WARNER, P.L.S., HARWICH, MA.
12. THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND
IS SUBJECT TO CHANGE UNTIL SUCH TIME. THIS PLAN HAS BEEN PREPARED FOR THE SOLE
— PURPOSE OF CONSTRUCTION OF A NEW SEPTIC SYSTEM AND DOES NOT NECESSARILY
REPRESENT A FULL DETAILED PROPERTY SURVEY.
13. EXISTING CESS POOLS ARE TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
KEY:
EXISTING CONTOUR: - — — -
�1•f
PROPOSED CONTOUR: .............
EXISTING SPOT ELEVATION: 25.5
m
PROPOSED SPOT ELEVATION: 25.5
y
TEST HOLE: *
UTILITY POLE: -o-
FENCE LINE:
HYDRANT: -6--
{ T
RETAINING WALL: o
LOCUS—) I - \ II 25.0'
LOCATION MAP MAP ..............
LOT 40 (12,349 SF)• • • • .. • . •
ASSESSORS MAP: 89 PARCEL: 16 N
LAND COURT CASE 31209D
LEACH AREA DETAIL
I
�c
99
1
98
M20-03
BENCHMARK AT
CONCRETE BOUND
ELEVATION = 99.36
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
3 BEDROOMS AT 110 GAL / DAY = 330 GAL / DAY
SEPTIC TANK:
330 GAL / DAY x 2 DAYS = 660 GAL
USE 1500 GALLON SEPTIC TANK
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' EFF. DEPTH)
SIDE AREA: (25' + 12.8') x 2 x 2 = 151 SF (0.74) = 112 GAL/DAY
BOTTOM AREA: 25'x 12.8'= 320 SF (0.74) = 237 GAL/DAY
CAPACITY = 349 GAL/DAY ;
SEPTIC SYSTEM SECTION
BED BATH KITCHEN I DINING
ROOM BATH , ROOM
TION
_EV.
✓ 1 buu GAL
SEPTIC TANK
(6" OF STONE UNDER OR
MECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
BED BED LIVING
ROOM ROOM ROOM GARAGE
I EXISTING FLOOR PLAN I
Permit valid for REPAIR OF SEPTIC SY
ONLY, due to State and Local septic var
Board of Ilcalth Iv�iew and approval is redui
any future allJltions/renovations/alteratio
sewage facilities and/or structures/dwelling.
Yannlntth Ilealth Department
APPROVED
TERR
ANIv �,
WARN'
No. 38721 p-
MAX.
1/4" per ft COVER
ift(1' MIN)
8
/7[_T -F 1/8"per ft
D -BOX "
MECHANICALLY COMPACOTED)
J 6.0
ELEV.
-GAS BAFFLE
AT OUTLET TEE
TEST HOLE LOGS
ENGINEER: THOMAS MCLELLAN, P.E.
WITNESS: MALORY LANGLER, R.S.
DATE: 2-13-20
PERCOLATION RATE: < 2 MIN/IN
2" PEASTONE OR FILTER FABRIC
- 3/4" -1 1/2" DOUBLE
7W HED STONE
INSPECTION PORT
�- ELEV.= 96.83
Wal I* °°°°°°°° °I'lMd 94.0
4 4 ELEV.
25'x 12.8'
2 - 500 GALLON CHAMBERS WITH
4' OF STONE ALL AROUND
(25'x 12.8'x 2' EFF. DEPTH)
TH-1 100.0
— I ELEV.
0/A HORIZON
LOAMY SAND
10YR 4/1 98.2
B HORIZON
LOAMY SAND PERC AT 36"
10YR 5/8
C HORIZON
MEDIUM SAND
2.5Y 7/4
132"1 1 89.0
NO GROUND WATER ENCOUNTERED
NOTES:
1. VERTICAL DATUM: ASSUMED
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS.
_15-2IPE PITCH = 1/4" PER FOOT (UNLESS NOTED OTHERWISE).
RST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
ices.
I IbrT AE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL.
e.OALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL
C' DE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
10. ROUND COVER OVERALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED T WITHOUT VARIANCE.
11. IELD SURVEY PROVIDED BY TERRY A. WARNER, P.L.S., HARWICH, MA.
12. THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND
IS SUBJECT TO CHANGE UNTIL SUCH TIME. THIS PLAN HAS BEEN PREPARED FOR THE SOLE
— PURPOSE OF CONSTRUCTION OF A NEW SEPTIC SYSTEM AND DOES NOT NECESSARILY
REPRESENT A FULL DETAILED PROPERTY SURVEY.
13. EXISTING CESS POOLS ARE TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
THOkiA8 J. u,
lt:^,CLELLAN ea
v CIVIL c-'„
No. 36471
J
IST
NAL et`'
SITE PLAN
LOCATION:
69 ASTOR WAY, S. YARMOUTH, MA
PREPARED FOR:
EDWARD MORASSI
DATE: 2-14-20 SCALE: 1" = 20'
BASS RIVER ENGINEERING
i
P E P.O. BOX 1163, EAST DENNIS, MA 02641
508-364-9048
�1•f
i 6 1 W�yi 1'I t ,
THOkiA8 J. u,
lt:^,CLELLAN ea
v CIVIL c-'„
No. 36471
J
IST
NAL et`'
SITE PLAN
LOCATION:
69 ASTOR WAY, S. YARMOUTH, MA
PREPARED FOR:
EDWARD MORASSI
DATE: 2-14-20 SCALE: 1" = 20'
BASS RIVER ENGINEERING
i
P E P.O. BOX 1163, EAST DENNIS, MA 02641
508-364-9048