HomeMy WebLinkAbout141.5 - Site and Sewage PlanN
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ASSESSORS MAP: 141
5
1. VERTICAL DATUM: ASSUMED FROM QUAD (NCVD +/—)
PARCEL:
bFkS4REST, JR
2. MUNICAPAL WATER IS AVAILABLE.
F
C
crR it
CURRENT ZONING: R-40
(1960 SUBDIVISION)
DATE: 10-17-00
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BUILDING SETBACKS:
PERCOLATION RATE: < 2 MIN/IN
LOADING SPECIFICATIONS.
F: 30' S: 6' R:
20'
5. PIPE PITCH= 1/4" PER FOOT, (UNLESS NOTED OTHERWISE).
TH-1 TH-2
22.5
2f,0
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
o/E HORIZON
FLOOD ZONE: C
0/A/E HOPtzON
tq
LOCUS
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
Lo SAND
LOAMY SAND
/'OI/TE 6A
USE OF A GARBAGE DISPOSAL.
r
fOYR 4/2
LOCATION MAP
fOYR 4/2
2ox
LOT 21
12,027 ± S.F.
(0.28 ± AC.)
B HORIZON
STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
23
SANDY LOAM
23,
36'
/
195 40"
10YR 5/6
g
�
HEALTH REGULATIONS.
22,'
C HORIZON
9. CONTRACTOR. TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
FINE
FINE D
TO CONSTRUCTION.
2SY 616
516
F
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
EXCEED 3.0'.
�lQ��Y0
22, /
?9
WO,
20.
s �
c-"
f 9yd'\
19.4
KEY:
EXISTING CONTOUR: — — —
PROPOSED CONTOUR:
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25
TEST HOLE:
UTILITY POLE: —O—
FENCE LINE:
HYDRANT: -6-
RETAINING WALL: cm=m=zm
TREE:
DM # 02-555_
' ra
4r4-
21
\
22
TEST HOLE LOGS
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NOTES:
1. VERTICAL DATUM: ASSUMED FROM QUAD (NCVD +/—)
N ENGINEER: _ RON CADILLAC, R.S.
bFkS4REST, JR
2. MUNICAPAL WATER IS AVAILABLE.
WITNESS: CHARLOTTE STIEFEL
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
DATE: 10-17-00
4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10
PERCOLATION RATE: < 2 MIN/IN
LOADING SPECIFICATIONS.
�!F1 ryr:,^�'�_
5. PIPE PITCH= 1/4" PER FOOT, (UNLESS NOTED OTHERWISE).
TH-1 TH-2
22.5
2f,0
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
o/E HORIZON
ELEV.
0/A/E HOPtzON
ELEV.
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
Lo SAND
LOAMY SAND
USE OF A GARBAGE DISPOSAL.
r
fOYR 4/2
22.1 5"
fOYR 4/2
2ox
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
B HORIZON
B HORIZON
STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
SANDY LOAM
SANDY LOAM
36'
fOYR 5/8
195 40"
10YR 5/6
f77
HEALTH REGULATIONS.
C HORIZON
C HORIZON
9. CONTRACTOR. TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
FINE
FINE D
TO CONSTRUCTION.
2SY 616
516
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
EXCEED 3.0'.
BENCHMARK AT
CONCRETE BOUND
ELEVATION = 23.46
z0
BENCHMARK AT
CONCRETE BOUND
ELEVATION - 2022
DM
NO GROUND WATER ENCOUNTERED
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
3 BEDROOMS AT 110 GAL/DAY/BEDROOM = 330 GAL/DAY
SEPTIC TANK:
$80 GAL/DAY x 2 DAYS = 660 CAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 2- 500 GALLON CHAMBERS WITH 3' OF STONE
ALL AROUND AND 5' BETWEEN (28'x 10.8'x 2' DEEP)
SIDE AREA: (28 + 10.8)2 x 2 = 155 (.74) = 115 GAL/DAY
BOTTOM AREA: 28' x 10.8' = 302 SF (74) = 223 CAL/DAY
CAPACITY =338 GAL/DAY
SEPTIC SYSTEM SECTION
TOOPP OF FOUNDATION ZZ
T7 T7
Z20.25MOO�GAL
ELEV. SEPTIC TANK
20.5 (6" OF STONE UNDER OR
ELEV. MECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
DEMAREST—McLELLAN ENGINEERING
24 SCHOOL STREET P.O. BOX 463
WEST DENNIS, MASSACHUSETTS 02670
PHONE & FAX : (508) 398-7710
COVERS WITHIN 12' OF
FINISHED GRADE
ONE INSPECTION COVER
0 BE WITHIN 6" OF GRADE)
8' DECK 54'
24'
PROPOSED
f2' 3 BEDROOM 28'
GARAGE2 DWELLING
24'
14'
42
PROPOSED DWELLING
20.0
ELEV.
D -BOX 19.77
19.94 (6" OF ELEV.
ELEV. STONE
\ UNDER)
GAS BAFFLE
AT OUTLET TEE
APPROVED BY: DATE:
3' MAX.
COVER
ELEV
2" PEASTONE
e��?r R00
3/4" - 1 1/2"
WASHED STONE
ELEV 19.8
mil =f:l 17.0
< 3 ELEV.
E 28'
2— 500 GALLON CHAMBERS WITH T OF
STONE ALL AROUND AND 5' BETWEEN
(28'x 10.8'x 2' DEEP)
SITE AND SEWAGE PLAN
LOCATION.•
24 ELLIS CIRCLE
YARMOUTHPORT MA
PREPARED FOR. -
NANCY JUDGE
SCALE: 1" = 20' DATE: 1012110
REFERENCE: PLAN BOOK 156 PACE 151
ro 27
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R.'
bFkS4REST, JR
IF 1
3u-S'yC�•f
�!F1 ryr:,^�'�_
THOMAS MCLELLAN, P.E.
JOHN Z. DEMAREST JR., P.L.S.
3' MAX.
COVER
ELEV
2" PEASTONE
e��?r R00
3/4" - 1 1/2"
WASHED STONE
ELEV 19.8
mil =f:l 17.0
< 3 ELEV.
E 28'
2— 500 GALLON CHAMBERS WITH T OF
STONE ALL AROUND AND 5' BETWEEN
(28'x 10.8'x 2' DEEP)
SITE AND SEWAGE PLAN
LOCATION.•
24 ELLIS CIRCLE
YARMOUTHPORT MA
PREPARED FOR. -
NANCY JUDGE
SCALE: 1" = 20' DATE: 1012110
REFERENCE: PLAN BOOK 156 PACE 151
ro 27