HomeMy WebLinkAbout172 Capt Nickerson Rd - Site & Sewage Plan 2ie
LOCUS
LOCATION MAP
LOT 197 (13,444 SF)
ASSESSORS MAP: 78
PARCEL: 9 59A196)
CURRENT ZONING:
R-40 (1965 SUBDIVISION)
BUILDING SETBACKS:
F: 30' S: 6' R: 20'
FLOOD ZONE: C
TEST HOLE LOGS
ENGINEER: THOMAS McLELLAN, P.E.
WITNESS: AMY VON HONE, R.S.
DATE: 12-27-00
ELEV.
PERCOLATION RATE:
< 2 MIN/IN
TH-3
TH-4
32D
0
0/A HORIZON ELEV.
0/A HORIZON
LOAMY SAND
LOAMY SAND
8' IOYR 313 31.3
14' IOYR 3/3
IOYR 5/8
B HORIZON
tis
B HORIZON
32 t
LOAMY SAND
76"
LOAMY SAND
36"
fOYR 6/8
290
34'
IOYR 6/8
SANDY LOIM
C1 HORIZON
84"
2.5Y 6/6
C1 HORIZON
FINE -MED SAND
FINE -MED SAND
2.5Y 7/3
2bYHORIZOY 7/4
17b
2..fY 7/3
138'
I
120,5
150"
1
NO GROUND HATER
ENCOUNTERED
118' ao 1C .
DRjt'E
I
� 1
sz
1
I
DECK gx
485 BwER R�
UNIT
321
ELEV.
4
va
1
0
� ro
'<
1SpOpCj LT NR y I I
o. i I
jON TV -3 O = 10
MIT'' P, DRD0�1 i
i Dir g4D /
0 20 IT top I /
RES' 33 .. • / /
o
g2 ST /
ITx,4 _. o Tx -2 '.............
/ P
� I
1MIN /58'
/
\ / g8.
ROAD
�IAVi�33 ]ROPBOE N LST F3
F P
�' ts CAP AI
KEY:
EXISTING CONTOUR: - --
PROPOSED CONTOUR: . • • •
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25
TEST HOLE:.$�
UTILITY POLE: -0-
FENCE LINE: -
HYDRANT: -b-
RETAINING WALL:
TREE:
DMS
DEMAREST-McLELLAN ENGINEERING
24 SCHOOL STREET P.O. BOX 463
WEST DENNIS, MASSACHUSETTS 02670
PHONE & FAX : (508) 398-7710
D.II # 00-69
BLOWER
i VENT
P's
TEST HOLE LOGS
ENGINEER: THOMAS McLELLAN, P.E.
WITNESS: _AMY VON HONE. R.S.
DATE: 10-11-00
PERCOLATION RATE: < 2 MIN/IN
TH--1 TH-2
321
0/A HORK'ON
EL
ELEV.
LOAMY SAID
N0
fOYR 311
29.0
0
B HORIZON
F
ELEV
ern,
n'.
IOYR 5/8
29
tis
32 t
FINE SAND
76"
2SY 7/3
1
I
DECK gx
485 BwER R�
UNIT
321
ELEV.
4
va
1
0
� ro
'<
1SpOpCj LT NR y I I
o. i I
jON TV -3 O = 10
MIT'' P, DRD0�1 i
i Dir g4D /
0 20 IT top I /
RES' 33 .. • / /
o
g2 ST /
ITx,4 _. o Tx -2 '.............
/ P
� I
1MIN /58'
/
\ / g8.
ROAD
�IAVi�33 ]ROPBOE N LST F3
F P
�' ts CAP AI
KEY:
EXISTING CONTOUR: - --
PROPOSED CONTOUR: . • • •
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25
TEST HOLE:.$�
UTILITY POLE: -0-
FENCE LINE: -
HYDRANT: -b-
RETAINING WALL:
TREE:
DMS
DEMAREST-McLELLAN ENGINEERING
24 SCHOOL STREET P.O. BOX 463
WEST DENNIS, MASSACHUSETTS 02670
PHONE & FAX : (508) 398-7710
D.II # 00-69
BLOWER
i VENT
P's
TEST HOLE LOGS
ENGINEER: THOMAS McLELLAN, P.E.
WITNESS: _AMY VON HONE. R.S.
DATE: 10-11-00
PERCOLATION RATE: < 2 MIN/IN
TH--1 TH-2
321
EV• 0/A HORIZON
LOAMY SAND
Sr IOYR 3/1
B HORIZON
LOAMY SAND
q 30" IOYR 5/8
Cf HORIZON
C2 HORIZON
MED -COARSE SAND
2.SY 7/4
YO GROUND HATER ENCOUNTERED
USCS GROUND NATER ADJUSTMENT:
r ELL: AfW-230, ZONE: B, ADJUSTMENT = 3.5,
NOTES:
1. VERTICAL DATUM: ASSUMED FROM QUAD (NCVD +/-)
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).
32.0 6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
ELEV. 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
313 USE OF A GARBAGE DISPOSAL.
S. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
zs.5 HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
25.0 TO CONSTRUCTION.
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
EXCEED 3.0'.
11. D -BOX TO HAVE A 6" MINIMUM SUMP BELOW INVERT OF OUTLET PIPE.
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE: (3 BEDROOM DESIGN MINIMUM)
3_ BEDROOMS AT 110 GAL/DAY/BEDROOM = 330 CAL/DAY
SEPTIC TANK:
20- CAL/DAY x 2 DAYS = 660 GAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 3 INFILTRATOR CHAMBERS (MODEL 3050) WITH
.3' OF STONF. ALI. ARO•'_INn (20,5"T 102'z 2' PFEp)
SIDE AREA: _(28.5 + 10.2)2 x 2 = 155(.74) = 115 GAL/DAY
BOTTOM AREA: 28.5'x 10.2' = 291 SF (74) = 215 GAL/DAY
CAPACITY= 330 GAL/DAY
SEPTIC SYSTEM' SECTION
BENCHMARF. TOP OF34.0
CONCRETE BOUND TOP OF FOUNDATION
ELEV- 30.9'
FINISHED GRADE
SEPTIC TANK
FAST SYSTEM DETAIL (BIO-MICROBICS MICROFAST)
(SEE MANUFACTURERS SPECIFICATIONS)
T7 T
SEE
31.0 DETAIL
ELEV. r
30.75 1500 GAL
DECK
s6'
PROPOSED 16
2 BEDROOM f0
26' DWELLING PRCH 4'
1r
1s• 6•
2s x fe'
2T �
PROPOSED DWELLING
COVERS WITHIN 12' OF
FINISHED GRADE
(CENTER INSPECTION COVER
TO BE SET AT GRADE)
(INSPECTION COVER r MAX
TO BE SET AT GRADE)7 COVER
L
30.5 j�
ELEV. /
ELEV. SEPTIC TANK
WITH FAST SYSTEM
(6" OF STONE UNDER OR
MECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
D -BOX
0/A HORK'ON
EL
ELEV.
LOAMY SAID
8"
fOYR 311
29.0
GAS BAFFLE
B HORIZON
AT OUTLET TEE
ELEV
LOAMY SAND
32'
IOYR 5/8
29
C1 HORIZO.1
FINE SAND
76"
2SY 7/3
25.5
C2 XORIZOV
SANDY LOIM
84"
2.5Y 6/6
25.0
C3
MED-COAR')E SAND
174"
2bYHORIZOY 7/4
17b
EV• 0/A HORIZON
LOAMY SAND
Sr IOYR 3/1
B HORIZON
LOAMY SAND
q 30" IOYR 5/8
Cf HORIZON
C2 HORIZON
MED -COARSE SAND
2.SY 7/4
YO GROUND HATER ENCOUNTERED
USCS GROUND NATER ADJUSTMENT:
r ELL: AfW-230, ZONE: B, ADJUSTMENT = 3.5,
NOTES:
1. VERTICAL DATUM: ASSUMED FROM QUAD (NCVD +/-)
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).
32.0 6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
ELEV. 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
313 USE OF A GARBAGE DISPOSAL.
S. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
zs.5 HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
25.0 TO CONSTRUCTION.
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
EXCEED 3.0'.
11. D -BOX TO HAVE A 6" MINIMUM SUMP BELOW INVERT OF OUTLET PIPE.
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE: (3 BEDROOM DESIGN MINIMUM)
3_ BEDROOMS AT 110 GAL/DAY/BEDROOM = 330 CAL/DAY
SEPTIC TANK:
20- CAL/DAY x 2 DAYS = 660 GAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 3 INFILTRATOR CHAMBERS (MODEL 3050) WITH
.3' OF STONF. ALI. ARO•'_INn (20,5"T 102'z 2' PFEp)
SIDE AREA: _(28.5 + 10.2)2 x 2 = 155(.74) = 115 GAL/DAY
BOTTOM AREA: 28.5'x 10.2' = 291 SF (74) = 215 GAL/DAY
CAPACITY= 330 GAL/DAY
SEPTIC SYSTEM' SECTION
BENCHMARF. TOP OF34.0
CONCRETE BOUND TOP OF FOUNDATION
ELEV- 30.9'
FINISHED GRADE
SEPTIC TANK
FAST SYSTEM DETAIL (BIO-MICROBICS MICROFAST)
(SEE MANUFACTURERS SPECIFICATIONS)
T7 T
SEE
31.0 DETAIL
ELEV. r
30.75 1500 GAL
DECK
s6'
PROPOSED 16
2 BEDROOM f0
26' DWELLING PRCH 4'
1r
1s• 6•
2s x fe'
2T �
PROPOSED DWELLING
COVERS WITHIN 12' OF
FINISHED GRADE
(CENTER INSPECTION COVER
TO BE SET AT GRADE)
(INSPECTION COVER r MAX
TO BE SET AT GRADE)7 COVER
L
30.5 j�
ELEV. /
ELEV. SEPTIC TANK
WITH FAST SYSTEM
(6" OF STONE UNDER OR
MECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
D -BOX
30.13
30.3 (6" OIC
ELEV.
ELEV. STONE
UNDER)
29.0
GAS BAFFLE
AT OUTLET TEE
ELEV
%L/i%n Ate?/ii ,`ic/l�
� .
�Jr z u
Z
bo -36855
YL
ol
7
THOMAS McLE1iLAN, P.E. JOHN' Z. DEMAREST JR., P.L.S
� L�, �UI �.
IAY 14 2 0 0 1
2" PEASTONE
11811- 1/2"
DOUBLE WASHED STONE
_ 3/4" - 1 1/2"
DOUBLE WASHED STONE
,,-- ELEV: 29.5
27.0
3 > 3' ELEV.
E 28.5'
3 INFILTRATOR CHAMBERS (MODEL 3050)
WITH 3' OF STONE ALL AROUND
(28.5' x 10.2' x 2' DEEP) (H-20)
SITE AND SEWAGE PLAN
LOCATION:
I-G&CAPTAIN NICKERSON ROAD
SOUTH YARMOUTH, MA
PREPARED FOR:
REEF REALTY
SCALE: 1" = 20' DATE: 1111`4100
REFERENCE: PLAN BOOK 192 PAGE 129
REVISED: 12-27-00 REVISED:1-31-01
REVISED: 5-7-01 (NEW HOUSE)