HomeMy WebLinkAbout271 West Yarmouth Road - Site & Sewage PlanASSESSORS MAP: 56
PARCEL: 16 41E8)
Locus CURRENT ZONING: R-40
' BUILDING SETBACKS:
F: 30' S: 20' R: 20'
15�A�9 N FLOOD ZONE: C
oc
40-
\
41 \ 101 17
42
BENCHMARK AT `
CONCRETE BOUND \ `
ELEVATION = 40.0
\
39,
DM
DEMAREST-McLELLAN ENGINEERING
24 SCHOOL STREET P.O. BOX 463
WEST DENNIS, MASSACHUSETTS 02670
PHONE & FAX : (508) 398-7710
DM # 03-29
1
39
ycF
A/5000, SL"o
BU 'o AD
TEST HOLE LOGS
i'11'GINEER: DOWN CAPE ENGINEERING
ITNESS:
AMY VON
HONE, R.S.
30' AIDE ACCESS
DATE: 6-21-00
w
EASEMENT
< 2 MIN/IN
LOCATION MAP
TH-1
R w w _
TH-2
LOT 8 (41,131 SF)
it THOMAS MCLELLAN, P.E.
\ g m
43.0
173.00'
ELEV.
0/A/E HORIZON
43\
LOAM
TX -1
tt tt �... `.......
..
12" 10YR 3/1
42.5
12" fOYR 3/1
t\t
34
./
32 ` 30 PDRIVEED
ELj E
B HORIZON
6,
SRA
LOAMY SAND
TH-2
_
-� 38
30" fOYR 5/8
42\
- ' -
-�
C HORIZON
X30
MEDIUM SAND
-
-
(--�- t `
2.5t 7/4
2.5Y 7/4
\
60'.
t
'
s
GARAGE
\ `
`
`
�
32
10'
MIN!
\ PROH
A
20' MIN
`
41, 43.5
\,
\ \ \
1 \tp 1 11
ST q gEDR00M
\
BENCHMARK AT
10' DWELLING
t `
WOOD STAKE
:MIN top fyd. 44D
t `
1 t t 1 1 ELEVATION = 43.4
68'
34
36
50'
38
40
40-
\
41 \ 101 17
42
BENCHMARK AT `
CONCRETE BOUND \ `
ELEVATION = 40.0
\
39,
DM
DEMAREST-McLELLAN ENGINEERING
24 SCHOOL STREET P.O. BOX 463
WEST DENNIS, MASSACHUSETTS 02670
PHONE & FAX : (508) 398-7710
DM # 03-29
1
39
ycF
A/5000, SL"o
BU 'o AD
TEST HOLE LOGS
i'11'GINEER: DOWN CAPE ENGINEERING
ITNESS:
AMY VON
HONE, R.S.
DATE: 6-21-00
PERCOLATION RATE:
< 2 MIN/IN
TH-1
TH-2
it THOMAS MCLELLAN, P.E.
43.5
43.0
0A/E HORIZON
ANDY
ELEV.
0/A/E HORIZON
ELEV.
LOAM
SANDY LOAM
12" 10YR 3/1
42.5
12" fOYR 3/1
42.0
B.CRIZON
B HORIZON
LO VY SAND
LOAMY SAND
30" 10YR 5/8
410
30" fOYR 5/8
40.5
C J40RIZON
C HORIZON
MEDIUM SAND
MEDIUM SAND
2.5t 7/4
2.5Y 7/4
32S 132"
NO GROUND WATER ENCOUNTERED
SEPTIC SYSTEM DESIGN
NOTES:
1. VERTICAL DATUM: ASSUMED FROM QUAD (NGVD +/-)
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10 & H-20
LOADING 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. 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 3.0'.
FLOW ESTIMATE:
4 BEDROOMS AT 110 GAL/DAY/BEDROOM = 440 GAL/DAY
SEP IC TANK:
40. GAL/DAY x 2 DAYS = 880 GAL
U P, 1500. GALLON SEPTIC TANK
LEA MING AREA:
GISE 4 INFILTRATOR CHAMBERS (MODEL 3050) WITH
) OF STONE ALL AROUND f,37' x 11.2' x 2' DEEP)
"IDE AREA: (37 + 11.2)2 x 2 = 193 (.74) = 143 GAL/DAY
30TTOM AREA: 37' x 11.2' = 414 SF (74) = 306 GAL/DAY
CAPACITY = 449 GAL/DAY
SEPTIC SYSTEM SECTION
PROPOSED W
24' 4 BEDROOM 24'
DWELLING
L U
14'4' 2, 1S8" 26'
13'B" 10'8" PORCH
PROPOSED DWELLING
2" PEASTONE
COVERS WITHIN 12" OF
FINISHED CRADE
44.0 ONE INSPECTION COVER 3/4 - 1 1/2
-i TOP OF FOUNDATION fro BE WITHIN 6" of GRADE) WASHED STONE
-�T7 T7 3' MAX
/f COVER ELEV.= 39.0
39.25 �.
ELEV.
KEY:
EXISTING CONTOUR. --
PROPOSED CONTOUR:
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 2
TEST HOLE: 1�-
UTILITY POLE: -0
FENCE LINE: -- -
HYDRANT: -6-
RETAINING WALL: �-
TREE:
39.5 1
1500 CAL
ELEV. SEPTIC TANK
(6" OF STONE UNDER OR
MECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
�,1�R. 2u0�
APPROVED BY:-
(
D,, T.
D -BOX 3903
39.2 6" OF ELEV.
ELEV. STONE
UNDER)
GAS BAFFLE 38.5
AT OUTLET TEE ELEV
DATE:
/I.1 =h.l a 36.5
<� 5 ELEV.
E 37' -
4 INFILTRATOR CHAMBERS (MODEL 3050)
WITH 3.5' OF STONE ALL AROUND
(37'x 11.2'x 2' DEEP) (H-20)
SITE AND SEWAGE PLAN
LOCATION.•
271 WEST YARMOUTH ROAD (LOT 8)
WEST YARMOUTH, MA
PREPARED FOR:
CHRISTOPHER & JACKIE RUELL
SCALE: I"= 30' 1 DATE: 7-7-03
REFERENCE: PLAN BOOK 403, PACE 71
No 4f � 15
0
it THOMAS MCLELLAN, P.E.
JOHN Z. DEMAP.EST JR., P.L.S.
/I.1 =h.l a 36.5
<� 5 ELEV.
E 37' -
4 INFILTRATOR CHAMBERS (MODEL 3050)
WITH 3.5' OF STONE ALL AROUND
(37'x 11.2'x 2' DEEP) (H-20)
SITE AND SEWAGE PLAN
LOCATION.•
271 WEST YARMOUTH ROAD (LOT 8)
WEST YARMOUTH, MA
PREPARED FOR:
CHRISTOPHER & JACKIE RUELL
SCALE: I"= 30' 1 DATE: 7-7-03
REFERENCE: PLAN BOOK 403, PACE 71