HomeMy WebLinkAboutEngineered Plan - 2016> 6'F KEY:
EXISTING CONTOUR: - - - -
PROPOSED CONTOUR: ^......•••••
EXISTING SPOT ELEVATION: 25.5
UO PROPOSED SPOT ELEVATION: 25.5
LEWIS BAY TEST HOLE: +
BLVD. LOCUS UTILITY POLE: -O-
FENCE LINE: -
N4 HYDRANT:. -b -
RETAINING WALL:
LEWIS BAY
LOCATION MAP
PARCEL 22 (9,542 SF)
ASSESSORS MAP: 22 PARCEL: 228
LAND COURT CASE 17276A
FA
Q c
Q�
0
4
STONE..
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
5 BEDROOMS AT 110 GAL / DAY = 550 GAL / DAY
SEPTIC TANK:
550 GAL/ DAY x 2 DAYS= 1100 GAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 4 - 500 GALLON CHAMBERS (8.5'x 4.8'x 2' EFF. DEPTH) WITH
4' OF STONE ALL AROUND (42'x 12.8'x 2' DEEP)
SIDE AREA: (42'+ 12.8') x 2 x 2 = 219 SF (0.74) = 162 GAL/DAY
BOTTOM AREA: 42'x 12.8'= 538 SF (0.74) = 398 GAL/DAY
CAPACITY = 560 GAL/DAY
Permit vaIP- for REPAIR OF SFP']'IC SYSTEM
0SM, due to State and L.r!cal septic variances.
Board, of ttc. !+h review and approval is required for
ary, future additions/renovations/aiterations to
sewage`farilities a3 A/or'structores/dwelling.
Yar,,M0,atl► fteatth Department
P��( V E, I E
101 _ ::��
100Edge of p ele-71g°3620 W""'
BENCHMAR
ELEVATION K 103.17 B MAG NAIL E -TION ' �--.� 99
HYDRANT TAG BOLT EWES AY gL�D
AA1 R_11
SEPTIC SYSTEM SECTION
COVERS WITHIN 6"
OF FINISHED GRAD
1500 GAL
SEPTIC TANK
TEE SIZES: (TO BE CONFIRMED)
INLET: 6 UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
((6" OF STONE UNDER OR
141ECHANICALLY COMPACTED)
BATH
BATH
BED BED
ROOM OPENROOM
-� AREA �-
BED BED
ROOM ROOM
2nd FLOOR
bh
jining kitchen
oom
deck LIVING
ROOM
1st FLOOR
EXISTING FLOOR PLAN I
9�
Arta
WARNER }"
N,z.38721 !
T MAX.
COVER
(1' MIN)
D -BOX
(6" STONE UNDER)
-GAS BAFFLE
AT OUTLET TEE
TEST HOLE LOGS_
ENGINEER: THOMAS MCLELLAN, P.E.
WITNESS: PHIL RENAUD
DATE: 5-11-16
PERCOLATION RATE: < 2 MIN/IN
USGS GROUND WATER ADJUSTMENT:
WELL: MIW-29, ZONE: A, ADJUSTMENT: 1.0'
ADJUSTED GROUND WATER ELEV.= 91.7'
2" PEASTONE OR FILTER FABRIC
3/4"
WASHED STONE
INSPECTION PORT
r- ELEV.= 98.75
/6011 . . ° I' It
1
102.27
-Ea
4'
4 ELEV.
42'x 12.8'
TOP OF
4 - 500 GALLON CHAMBERS WITH
4.05'
°
FOUNDATION
99.36
1/8•-
�Pr ft
`�''
99.26
J
98.5
ELEV.
C HORIZON
(2 PIPES)
°
2.5Y 7/4
98:55
OBSERVED
ELEV.
°
COVERS WITHIN 6"
OF FINISHED GRAD
1500 GAL
SEPTIC TANK
TEE SIZES: (TO BE CONFIRMED)
INLET: 6 UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
((6" OF STONE UNDER OR
141ECHANICALLY COMPACTED)
BATH
BATH
BED BED
ROOM OPENROOM
-� AREA �-
BED BED
ROOM ROOM
2nd FLOOR
bh
jining kitchen
oom
deck LIVING
ROOM
1st FLOOR
EXISTING FLOOR PLAN I
9�
Arta
WARNER }"
N,z.38721 !
T MAX.
COVER
(1' MIN)
D -BOX
(6" STONE UNDER)
-GAS BAFFLE
AT OUTLET TEE
TEST HOLE LOGS_
ENGINEER: THOMAS MCLELLAN, P.E.
WITNESS: PHIL RENAUD
DATE: 5-11-16
PERCOLATION RATE: < 2 MIN/IN
USGS GROUND WATER ADJUSTMENT:
WELL: MIW-29, ZONE: A, ADJUSTMENT: 1.0'
ADJUSTED GROUND WATER ELEV.= 91.7'
2" PEASTONE OR FILTER FABRIC
3/4"
WASHED STONE
INSPECTION PORT
r- ELEV.= 98.75
/6011 . . ° I' It
1
95.75
-Ea
4'
4 ELEV.
42'x 12.8'
4 - 500 GALLON CHAMBERS WITH
4.05'
4' OF STONE ALL AROUND
(42'x 12.8'x 2' DEEP)
H 20
(TO BVENTED)
ADJUSTED GROUND WATER ELEVATION = 91.7
J
TH-1 101.2
0/A HORIZON
ELEV,
LOAMY SAND
15"
10YR 3/3
100.0
Parc at 32".
B HORIZON
LOAMY SAND -•
39"
10YR 5/8
98.5
C HORIZON
FINE SAND
2.5Y 7/4
126"
OBSERVED
90,7
138"
GROUNDWATER
89.5
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.
5. PIPE PITCH = 1/8" 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
CTION DETAILS LOCAL RE TOTBE H RE ULAIN CONFO
ORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL
CODE9. 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.
12. THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND
IS SUBJECT TO CHANGE UNTIL SUCH TIME.
13. EXISTING CESS POOL IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
15. THIS DESIGN REQUIRES THE APPROVAL OF THE FOLLOWING VARIANCES FRO''M(VVTITLE 5:
1. SECTION 15.212: LEACH AREA TO BE LESS THA2. SECTION 15.240(7) LEACH AREA TO BE PARTIALLYLOCATED RUONDER UND DRIVEWAY.WATEROF 0.95').
16. PROPOSED SEWER LINE FROM HOUSE TO BE ENCASED WITHIN A 6" PVC PIPE WHEN
Haty-a-F>✓A &YJ=N.GJWATER LINE TO GARAGE.
G "i Q j 0116
TH ^ MAS J. MCLELL.N, P.E.
SITE PLAN
/ LOCATION: 1
30 LEWIS BAY BLVD., W. YARMOUTH, MA
PREPARED FOR:
THOMAS MALONEY
DATE: 5-17-16
REVISED: 6-29-16 (SYSTEM ELEVATIONS) SCALE: 1" = 20'
BASS RIVER ENGINEERING
P.O. BOX 1163, EAST DENNIS, MA 02641
508-364-9048