HomeMy WebLinkAboutEngineered Plan - 2015LOCATION MAP
LOT 130 (5,000 SF)
ASSESSORS MAP: 49 PARCEL: 68
PLAN BOOK: 20, PAGE: 15
BENCHMARK AT
SURVEYOR'S MAG NAIL
ELEVATION = 99.66
M15-11
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE: (3 BEDROOM, MINIMUM DESIGN)
3 BEDROOMS AT 110 GAL / DAY = 330 GAL / DAY
SEPTIC TANK:
330 GAL / DAY _X_2_ DAYS = 440 GAL
USE 1000 GALLON SEPTIC TANK (EXISTING)
LEACHING AREA:
USE 24 INFILTRATOR QUICK 4 STANDARD CAPACITY CHAMBERS
AS SHOWN (26'x 12'x 8" DEEP) (STONELESS)
SIDE AREA: NA (0.74) = NA GAL/DA)
BOTTOM AREA: 4'x 24 UNITS x 4.7 = 451 SF (0.74) = 334 GAL/DA
CAPACITY = 334 GAUDAI
707
100=;��_�
/ O
6Cl�
'.' ONS
i.' 0720
W
5
R
S
,th-1 `
t
s �
` 16" oak
Pertnif Jal d for REPAIR ON SEPTIC SYSTEM'
ON..LY, due to State and local septic variances.
Board of health review and approval is required for
any future additions/renovations/alterations to
sewage facilities and/or structures/dwelling:
Xarittouth Healfh Department
APPPt,0VE DS�� S
atne Date"
SEPTIC SYSTEM SECTION
100.13
11 7 TOP OF
FOUNDATION
a
a
97.71 /
ELEV.
' a
DECK
COVERS WITHIN
OF FINISHED GR
(EXISTING)
1000 GAL
SEPTIC TANK
TEE SIZES: (TO BE CONFIRMED)
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
'KIT. I bath I BED
DINING
KEY:
ROOM
p�N
lRD
EXISTING CONTOUR: - - - -
PROPOSED CONTOUR: ............•
D
v
G� \
EXISTING SPOT ELEVATION: 25.5
LOCUS
PROPOSED SPOT ELEVATION: 25.5
TEST HOLE: *
ROOM
N
UTILITY POLE: -p-
LINE:
�O�
C�
4
FENCE -
HYDRANT:.
97 22 97.05
RETAINING WALL:
LOCATION MAP
LOT 130 (5,000 SF)
ASSESSORS MAP: 49 PARCEL: 68
PLAN BOOK: 20, PAGE: 15
BENCHMARK AT
SURVEYOR'S MAG NAIL
ELEVATION = 99.66
M15-11
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE: (3 BEDROOM, MINIMUM DESIGN)
3 BEDROOMS AT 110 GAL / DAY = 330 GAL / DAY
SEPTIC TANK:
330 GAL / DAY _X_2_ DAYS = 440 GAL
USE 1000 GALLON SEPTIC TANK (EXISTING)
LEACHING AREA:
USE 24 INFILTRATOR QUICK 4 STANDARD CAPACITY CHAMBERS
AS SHOWN (26'x 12'x 8" DEEP) (STONELESS)
SIDE AREA: NA (0.74) = NA GAL/DA)
BOTTOM AREA: 4'x 24 UNITS x 4.7 = 451 SF (0.74) = 334 GAL/DA
CAPACITY = 334 GAUDAI
707
100=;��_�
/ O
6Cl�
'.' ONS
i.' 0720
W
5
R
S
,th-1 `
t
s �
` 16" oak
Pertnif Jal d for REPAIR ON SEPTIC SYSTEM'
ON..LY, due to State and local septic variances.
Board of health review and approval is required for
any future additions/renovations/alterations to
sewage facilities and/or structures/dwelling:
Xarittouth Healfh Department
APPPt,0VE DS�� S
atne Date"
SEPTIC SYSTEM SECTION
100.13
11 7 TOP OF
FOUNDATION
a
a
97.71 /
ELEV.
' a
DECK
COVERS WITHIN
OF FINISHED GR
(EXISTING)
1000 GAL
SEPTIC TANK
TEE SIZES: (TO BE CONFIRMED)
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
'KIT. I bath I BED
DINING
L
ROOM
ROOM
8° 3' MAX.
COVER
LIVING
13ED
I
laundry
ROOM
97.46 er {/
ROOM
EXISTING FLOOR PLAN
I�
i
1
1
EXISTING LEACH AREA
(lEE NOTE 13)
{
,JUN 0 412015
L_ ihki. � Fie D P_ 9- 0 .
1
j
vsoFmAe v�pV. �9p t
TERRY
n.. FF�J f'i�{PVvl.
Fl V
w. No. 3Z7721
M
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 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 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 AREA (4 INFILTRATORS) ARE TO BE PUMPED AND 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 5:
SECTION 15.211 (1): PROPOSED LEACH AREA TO BE LESS THAN 10' FROM LOT LINES, (VARIANCE OF 2').
MAS J.
SITE PLAN
LOCATION:
12 CIRCUIT RD. EAST, W. YARMOUTH, MA
PREPARED FOR:
TRACEY DERBES
DATE: 5-22-15 SCALE: 1" = 20'
BASS RIVER ENGINEERING
P E P.O. BOX 1163, EAST DENNIS, MA 02641
508-385-3426 OR 508-364-9048
INSPECTION PORT
- a�
ELEV.=
97.32
8° 3' MAX.
COVER
erg
R118. (1' MIN)
97.46 er {/
ELEV.
97 22 97.05
V.ELEV. 9699
'
96.32
D -BOX ELEV.
ELEV.
(6" OF STONE UNDER)
E-
26'x 12' 31
-GAS BAFFLE
USE 24 INFILTRATOR QUICK 4
5.42'
AT OUTLET TEE STANDARD CAPACITY CHAMBERS
AS SHOWN (26'x 12'x 8" DEEP)
ADJUSTED
GROUND WATER ELEVATION = 90.9
TH-1
101.0
TEST HOLE LOGS
ELEV.
O/AHORIZON
ENGINEER: THOMAS McLELLAN, P.E.
LOAMY SAND
10YR 3/2
8"
100.3
WITNESS: AMY VON HONE,R.S.
B HORIZON
DATE: 5-7-15
LOAMY SAND
26" 10YR 5/8
98.8C
PERCOLATION RATE: < 2 MIN/IN
HORIZON
F ND
USGS GROUND WATER ADJUSTMENT:
IN 7/4
WELL: MIW-29, ZONE: A, ADJUSTMENT: 0.9'
132' OBSERVED
90.0
ADJUSTED GROUND WATER ELEV.= 90.9
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 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 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 AREA (4 INFILTRATORS) ARE TO BE PUMPED AND 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 5:
SECTION 15.211 (1): PROPOSED LEACH AREA TO BE LESS THAN 10' FROM LOT LINES, (VARIANCE OF 2').
MAS J.
SITE PLAN
LOCATION:
12 CIRCUIT RD. EAST, W. YARMOUTH, MA
PREPARED FOR:
TRACEY DERBES
DATE: 5-22-15 SCALE: 1" = 20'
BASS RIVER ENGINEERING
P E P.O. BOX 1163, EAST DENNIS, MA 02641
508-385-3426 OR 508-364-9048