HomeMy WebLinkAboutEngineered Plan - 2015LOCUS
LOCATION MAP
LOT 3 (11,200 SF)
ASSESSORS MAP: 124 PARCEL: 15
PLAN BOOK: 213, PAGE: 33
BENCHMARK AT ---�
LEFT CORNER OF
BOTTOM STEP
ELEVATION = 103.08
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
3 BEDROOMS AT 110 GAL / DAY = 330 GAL / DAY
SEPTIC TANK: }
330 GAL / DAY x 2 DAYS = 660 GAL I`
USE 1000 GALLON SEPTIC TANK (EXISTING)
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) =.112 GAL/DAII(
BOTTOM AREA: 25'x 12.8'= 320 SF (0.74) =_g37 GAL/DA�'
CAPACITY = 349 GAL/DAl
_1I x0_P
° Pte'
Fa9e Aad 100 -
�_PAVED
.70, DRIVE fl \\\
\ A=113.13'
\ 2
� o
101
4
�I
U /
m W� /
Permitv.alid for REPAIR OF SEPTIC c
ONLY, due to State and local septic
Board of Health review Anil approval is req
an) Suture additions/rens)\ations/alterat
sewage facilities and/or structures/dwelling.
ame
Yarmouth IIIealfh 1)c.nartmcnt
APPROVED
It.
edns
\SI\NGOM
3D3e Rl 03 47 101 Q1
top {t\d '
z:9g14
.
bh ?0RCDN
S1
DECK
S 722\530" \N
SEPTIC SYSTEM SECTION
103.47
TOP ° FOUNDATION
99.14
ELEV.
°
98.5 J
ELEV.
° 1000 GAL
SEPTIC TANK
TEE SIZES: (TO BE CONFIRMED)
INLET: 6" UIQ 13" DOWN
OUTLET: 6" UP, 14" DOWN
BED
ROOM
COVERS
OF FINIS
(EXISTING)
OPEN
TO
BELOW
BED
ROOM I BATH I LOFT
2nd FLOOR
1st FLOOR
DINING
ROOM LIVING
ROOM
--
BED
ROOM BATH KITCHEN
bh SCREEN
PORCH
DECK
EXISTING FLOOR PLAN
`�;a 0 F fv1gSS9C�
, TERRY yG��
U Ai,i� N
4'A'W,ER
No. 38721 /-r
S�S�/S
PEASTONE OR FILTER FABRIC
3/4" - 1 1/2"
WASHED STONE
INSPECTION PORT
,,- ELEV.= 95.5
T MAX.
COVER
1AI1.... ... . .....1.1 92_.5
ELEV. ELEV.
D -BOX 4 H ELEV.
(6" STONE UNDER) -25'x 12.8'
94 5 2 - 500 GALLON CHAMBERS WITH
4' OF STONE ALL AROUND
ELEV. (25'x 12(.8' x 2' DEEP)
-GAS BAFFLE (BELOW C1 HORIZON) (TO BEHV))
ENTED)
AT OUTLET TEE
KEY:
100.0
EXISTING CONTOUR: - - - -
O/A HORIZON
ROurE
PROPOSED CONTOUR: ••••••••••--
6q
EXISTING SPOT ELEVATION: 25.5
9-,
PROPOSED SPOT ELEVATION: 25.5
99.3
2
TEST HOLE:
>
O
UTILITY POLE: -p-
36"
Z
FENCE LINE: -
cA
HYDRANT: �-
,4
RETAINING WALL:
LOAM
PERCOLATION RATE: < 2 MIN/INSILT
60"
2.5Y 6/4
95.0
LOCUS
LOCATION MAP
LOT 3 (11,200 SF)
ASSESSORS MAP: 124 PARCEL: 15
PLAN BOOK: 213, PAGE: 33
BENCHMARK AT ---�
LEFT CORNER OF
BOTTOM STEP
ELEVATION = 103.08
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
3 BEDROOMS AT 110 GAL / DAY = 330 GAL / DAY
SEPTIC TANK: }
330 GAL / DAY x 2 DAYS = 660 GAL I`
USE 1000 GALLON SEPTIC TANK (EXISTING)
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) =.112 GAL/DAII(
BOTTOM AREA: 25'x 12.8'= 320 SF (0.74) =_g37 GAL/DA�'
CAPACITY = 349 GAL/DAl
_1I x0_P
° Pte'
Fa9e Aad 100 -
�_PAVED
.70, DRIVE fl \\\
\ A=113.13'
\ 2
� o
101
4
�I
U /
m W� /
Permitv.alid for REPAIR OF SEPTIC c
ONLY, due to State and local septic
Board of Health review Anil approval is req
an) Suture additions/rens)\ations/alterat
sewage facilities and/or structures/dwelling.
ame
Yarmouth IIIealfh 1)c.nartmcnt
APPROVED
It.
edns
\SI\NGOM
3D3e Rl 03 47 101 Q1
top {t\d '
z:9g14
.
bh ?0RCDN
S1
DECK
S 722\530" \N
SEPTIC SYSTEM SECTION
103.47
TOP ° FOUNDATION
99.14
ELEV.
°
98.5 J
ELEV.
° 1000 GAL
SEPTIC TANK
TEE SIZES: (TO BE CONFIRMED)
INLET: 6" UIQ 13" DOWN
OUTLET: 6" UP, 14" DOWN
BED
ROOM
COVERS
OF FINIS
(EXISTING)
OPEN
TO
BELOW
BED
ROOM I BATH I LOFT
2nd FLOOR
1st FLOOR
DINING
ROOM LIVING
ROOM
--
BED
ROOM BATH KITCHEN
bh SCREEN
PORCH
DECK
EXISTING FLOOR PLAN
`�;a 0 F fv1gSS9C�
, TERRY yG��
U Ai,i� N
4'A'W,ER
No. 38721 /-r
S�S�/S
PEASTONE OR FILTER FABRIC
3/4" - 1 1/2"
WASHED STONE
INSPECTION PORT
,,- ELEV.= 95.5
T MAX.
COVER
1AI1.... ... . .....1.1 92_.5
ELEV. ELEV.
D -BOX 4 H ELEV.
(6" STONE UNDER) -25'x 12.8'
94 5 2 - 500 GALLON CHAMBERS WITH
4' OF STONE ALL AROUND
ELEV. (25'x 12(.8' x 2' DEEP)
-GAS BAFFLE (BELOW C1 HORIZON) (TO BEHV))
ENTED)
AT OUTLET TEE
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 = 1/4" 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
CO(TIT R CTION D DETAILS LOCAL RE TOO E IN CO FORMANCE 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 3'.
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 LEACH PITS ARE 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 VARIANCE FROM TITLE FIVE:
SECTION 15.211 [7): PROPOSED LEACH AREA TO BE GREATER THAN T BELOW GRADE,
(VARIANCE OF 1. ' .
J. McLVMAN, P.E.
SITE PLAN
LOCATION:
7 VILLAGE LN., YARMOTUTHPORT, MMA
PREPARED FOR:
TOM MARTIN
DATE: 4-27-15 SCALE: 1" = 20'
BASS RIVER ENGINEERING
P.O. BOX 1163, EAST DENNIS, MA 02641
508-385-3426 OR 508-364-9048
M15-08
1 -
TH-1
100.0
O/A HORIZON
ELEV.
TEST HOLE LOGS
LOAMY SAND
9-,
10YR 4/3
99.3
ENGINEER: THOMAS McLELLAN, P.E.
B HORIZON
WITNESS: AMYVON HONE, R.S.
36"
LOAMY SAND
10YR 6/8
97.0
DATE: 4-15-15
C1 HORIZON
LOAM
PERCOLATION RATE: < 2 MIN/INSILT
60"
2.5Y 6/4
95.0
PERC AT 72"
C2 HORIZON
FINE -MED SAND
132"
2.5Y 7/4
89.0
NO GROUND
WATER ENCOUNTERED
(OLD TH SHOWS
NO WATER AT ELEV.= 87.0)
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 = 1/4" 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
CO(TIT R CTION D DETAILS LOCAL RE TOO E IN CO FORMANCE 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 3'.
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 LEACH PITS ARE 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 VARIANCE FROM TITLE FIVE:
SECTION 15.211 [7): PROPOSED LEACH AREA TO BE GREATER THAN T BELOW GRADE,
(VARIANCE OF 1. ' .
J. McLVMAN, P.E.
SITE PLAN
LOCATION:
7 VILLAGE LN., YARMOTUTHPORT, MMA
PREPARED FOR:
TOM MARTIN
DATE: 4-27-15 SCALE: 1" = 20'
BASS RIVER ENGINEERING
P.O. BOX 1163, EAST DENNIS, MA 02641
508-385-3426 OR 508-364-9048
M15-08
1 -