HomeMy WebLinkAbout46.47 - Site PlanS
mGO
GO HORSE
n POND ROAD
O
m
0
NKEY:
4 EXISTING CONTOUR:- — — -
PROPOSED CONTOUR: .............
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 55.
TEST HOLE:
UTILITY POLE: -C-
FENCE LINE: -
HYDRANT:
RETAINING WALL: o
BU ISLAN0 RO
LOCATION MAP
LOT 10 (12,187 SF)
ASSESSORS MAP: 46 PARCEL: 47
LAND COURT CASE # 28750A
FLOOD ZONE: C
BENCHMARKAT
RIGHT CORNER OF
CONCRETE STEP
ELEVATION = 100.8;
102--�- -
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
3 BEDROOMS AT 110 GAL / DAY = 330 GAL / DAY
SEPTIC TANK:
330 GAL / DAY -2C-2- DAYS =_M_0 GAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 2 - 500 GALLON CHAMBERS (8.5'x 4.8'x TEFF. 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 GAUDAY
BOTTOM AREA: 25' x 12.8' = 320 SF (0.74) = 237 GAUDAY
CAPACITY= 349 GAUDAY
-.-------102
------ --1101
SEPTIC SYSTEM SECTION
ELEV.
(EXISTING) °
BED BATHI KITCHEN
ROOM
Lt7m
BED BED LIVING
ROOM ROOM ROOM
1500 GAL
SEPTIC TANK
(6" OF STONE UNDER OR
MECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP. 14" DOWN
GARAGE
I EXISTING FLOOR PLAN I
\"- 149.16' /
i
'� p0
------ SCP JCP
I CP i
101 �
�." ST )/
M9-19
� o
m
DECK
inveA = 99.3
z
-TING
3BEDRODG
o
DWELLIN1p1.2.3
No $
T top Ind?
MAX HARRIS
C I _ter
N 66 57 00
/ TH-1
I
min /
/
/ /Qm
GARAGE
/4a QO
PAVED Q
'pRIVE' / \ / 3
�o co
' /
ti
i
y
0
` m
/ R /
/J
/ 65.9T i
S 84"23'40" W
Edge o pavement
HORSE PONS ROAD RIGHTHCORNAT
EROF
BOTTOM STEP
ELEVATION = 100.93
T MAX.
COVER
IV MIN)
D -BOX
(6" OF STONE UNDER)
-GAS BAFFLE
AT OUTLET TEE
TEST HOLE LOGS
ENGINEER: THOMAS McLELLAN, RE
WITNESS: AMY VON HONE, R.S.
DATE: 7-16-09
PERCOLATION RATE: <2 MIN/IN
PEASTONE
3/4" - 1 1/2"
WASHED STONE
/-INSPECTION PORT
� ELEV.= 97.0
I IBJ 94.0
E? ELEV.
25'x 12.8''
2 - 500 GALLON CHAMBERS WITH
4' OF STONE ALL AROUND
(25'x 12.8'x 2' DEEP)
(H-20)
TH-1 995
O/A HORIZON ELEV.
LOAMY SAND
10YR 3/2
C HORIZON
MEDIUM SAND
2.5Y 7/6
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.
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 CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENT
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.
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 POOLS ARE TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
SITE PLAN
Dom/ i
LOCATION:
23 HORSE POND RD., W. YARMOUTH, MA
PREPARED FOR:
ci% ?
MAX HARRIS
0, 3u471 p "' jy'
I
DATF-7-29-09 SCALE: 1"=20'
/
N 66 57 00
/ TH-1
I
min /
/
/ /Qm
GARAGE
/4a QO
PAVED Q
'pRIVE' / \ / 3
�o co
' /
ti
i
y
0
` m
/ R /
/J
/ 65.9T i
S 84"23'40" W
Edge o pavement
HORSE PONS ROAD RIGHTHCORNAT
EROF
BOTTOM STEP
ELEVATION = 100.93
T MAX.
COVER
IV MIN)
D -BOX
(6" OF STONE UNDER)
-GAS BAFFLE
AT OUTLET TEE
TEST HOLE LOGS
ENGINEER: THOMAS McLELLAN, RE
WITNESS: AMY VON HONE, R.S.
DATE: 7-16-09
PERCOLATION RATE: <2 MIN/IN
PEASTONE
3/4" - 1 1/2"
WASHED STONE
/-INSPECTION PORT
� ELEV.= 97.0
I IBJ 94.0
E? ELEV.
25'x 12.8''
2 - 500 GALLON CHAMBERS WITH
4' OF STONE ALL AROUND
(25'x 12.8'x 2' DEEP)
(H-20)
TH-1 995
O/A HORIZON ELEV.
LOAMY SAND
10YR 3/2
C HORIZON
MEDIUM SAND
2.5Y 7/6
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.
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 CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENT
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.
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 POOLS ARE TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
SITE PLAN
Dom/ i
LOCATION:
23 HORSE POND RD., W. YARMOUTH, MA
PREPARED FOR:
ci% ?
MAX HARRIS
0, 3u471 p "' jy'
I
DATF-7-29-09 SCALE: 1"=20'
J BASS RIVER ENGINEERING
THOMAS J. McLkl-AN, P.E. P.O. BOX 1163, EAST DENNIS, MA 02641
508-385-3426