HomeMy WebLinkAbout172 Capt Nickerson Rd - Site & Sewage Plan4
MAORI
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
r
N o SEPT
0
�1 P PETS T 3
z.
RES
t0'
r3
TEST
HOLE LOGS
ENGINEER: THOMAS McLELLAN, P.E.
WITNESS: AMY VON HONE, R.S.
DATE: 12-27-00
PERCOLATION
RATE: < 2 MIN/IN
TH-3
TH-4
_
32.0
0/A HORIZON
ELEV. 0/A HORIZON
LOAMY SAND
LOAMY SAND
8" IOYR 313
3f.3 14" fOYR 313
29.3
B HORIZON
C1 HORIZOY
B HORIZON
LOAMY SAND
LOAMY SAND
36"
IOYR 6/8
29.0 34"
fOYR 6/8
C1 HORIZON
SANDY LOAM
C1 HORIZON
84"
FINE -MED SAND
25.0
FINE -MED SAND
C3 HORIZO.V
2.5Y 7/3
26Y 7/3
�:I�PI `J � 1T.�73,+7.7�iTdil.`ff I I a f,•T�:
118. an t0 ..................
GARAGE
1 Tg_t '•
i
DECK I
FEWER
UNIT i
sx =.
PROEDg00M pi"3ELna Gg4A
0 10 top 1 I
0 IdIN
0.
N
i
92 ..-
T9-2
31
32.0
ELEV.
D30. 1
\ I
l \ I 10,IN
1 \ / I g8 58
ROAD
t
'-+30.5 p P
p- _ �aPA
E LQT H R
31' %EDGE �t
3 C APT A'
KEY:
EXISTING CONTOUR: - - --
PROPOSED CONTOUR:
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25
TEST HOLE:
UTILITY POLE: -0-
FENCE LINE. -
HYDRANT: -6-
RETAINING WALL: ®"
TREE:
DM
DEMAREST-MCLELLAN ENGINEERING
24 SCHOOL STREET P.O. BOX 463
HEST DENNIS, MASSACHUSETTS 02670
PHONE k FAY. (508) 398-7710
DM # 00-69
BLOWER
� VENT
TEST HOLE LOGS
ENGINEER: THOMAS McLELLAN, P.E.
WITNESS: AMY VON HONE. R.S.
DATE: f0-11-00
PERCOLATION RATE: < 2 MIN/IN
TH-1 TH-2
32.0
ELEV.I f11A
C]
32.0
ELEV.
LOAMY SAND
g0' ICYR 5/e 29.6
C1 HORIZON
FINE SAND
84" 2.6Y 7/3 25.0
C2 HORIZON
MED-COARSE'SAND
2.5Y 7/4
NO GROUND WATER ENCOUNTERED
USCS GROUND HATER ADJUSTMENT:
WELL: AI -230, ZONE: B, ADJUSTMENT - 3.5'
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 = 114" 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'.
11. D -BOX TO HAVE A 6" MINIMUM SUMP BELOW INVERT OF OUTLET PIPE.
FLCPI ESTIMATE: (3 BEDROOM DESIGN MINIMUM)
2- BEDROOMS AT 110 GAL/DAY/BEDROOM = 330 GAL/DAY
SEPTIC TANK:
30 CAL/DAY x 2 DAYS = 660 GAL
USE 1500 GALLON SEPTIC TANK
LE�CHINC AREA:
USE 3 INFILTRATOR CHAMBERS (MODEL 3050) WITH
3' OF STONE ALL AROUND (28.5' x 10.2' x 2' DEEP)
SIDE AREA: -(28.5 + 10.2)2 x 2 = 155(.74) = 115 CAL/DAY
BOTTOM AREA: 28.5'x 10-2'= 291 SF (74) = 215 GAL/DAY
CAPACITY =330 CAL/DAY
SEPTIC SYSTEM SECTION
COVERS WITHIN 12" OF
34.0 FINISHED GRADE
BENCHMARK TOP OF CENTER INSPECTION COVER
CONCRETE BOUND TOP OF FOUNDATION TO BE SET AT GRADE)
ELEV- 30.9 INSPECTION COVER -
FINISHED GRADE
SEPTIC TANK
FAST SYSTEM DETAIL (BIO-MICROBICS MICROFAST)
(SEE MANUFACTURERS SPECIFICATIONS)
TO BE SET AT GRADE)
SEE
31.0 I DETAIL 30.5
ELEV. ! ELEV.
30.75 E1500 GAL D -BOX
ELEV.
SEPTIC TANK 30.3 (6" OF ELEV.
WITH FAST SYSTEM ELEV. STONE
(6" OF STONE UNDER OR UNDER)
MECHANICALLY COMPACTED) GAS BAFFLE `
TEE SIZES: AT OUTLET TEE
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
APP .OVED BY: DATE:
ELEV
FCK
68
PROPOSED
2 BEDROOM 24'
28' DWELLING
GARAGE
2 20' 2 14
24'
PROPOSED DWELLING
2" PEASTONE
118.-112"
DOUBLE WASHED STONE
3' MAX 3/4" -1 1/2"
COVER DOUBLE WASHED STONE
ELEV: 29.5
/fix 1-I -h.l st'`� 27.0
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
0/A HORIiON
LOCATION.-
468 -CAPTAIN NICKERSON ROAD
LOAMY SAA'D
8"
IOYR 3/1
B HORIZOA
PREPARED FOR. -
LOAMY SAND
32"
IOYP.5/8
29.3
C1 HORIZOY
REEF REALTY
FINE SAND
78"
2.SY 7/3
56
C2 HORIZOV
SANDY LOAM
84"
2.5Y 6/6
25.0
C3 HORIZO.V
MED-COAR:7E SAND
174"
2.5Y 7/4
176
C]
32.0
ELEV.
LOAMY SAND
g0' ICYR 5/e 29.6
C1 HORIZON
FINE SAND
84" 2.6Y 7/3 25.0
C2 HORIZON
MED-COARSE'SAND
2.5Y 7/4
NO GROUND WATER ENCOUNTERED
USCS GROUND HATER ADJUSTMENT:
WELL: AI -230, ZONE: B, ADJUSTMENT - 3.5'
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 = 114" 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'.
11. D -BOX TO HAVE A 6" MINIMUM SUMP BELOW INVERT OF OUTLET PIPE.
FLCPI ESTIMATE: (3 BEDROOM DESIGN MINIMUM)
2- BEDROOMS AT 110 GAL/DAY/BEDROOM = 330 GAL/DAY
SEPTIC TANK:
30 CAL/DAY x 2 DAYS = 660 GAL
USE 1500 GALLON SEPTIC TANK
LE�CHINC AREA:
USE 3 INFILTRATOR CHAMBERS (MODEL 3050) WITH
3' OF STONE ALL AROUND (28.5' x 10.2' x 2' DEEP)
SIDE AREA: -(28.5 + 10.2)2 x 2 = 155(.74) = 115 CAL/DAY
BOTTOM AREA: 28.5'x 10-2'= 291 SF (74) = 215 GAL/DAY
CAPACITY =330 CAL/DAY
SEPTIC SYSTEM SECTION
COVERS WITHIN 12" OF
34.0 FINISHED GRADE
BENCHMARK TOP OF CENTER INSPECTION COVER
CONCRETE BOUND TOP OF FOUNDATION TO BE SET AT GRADE)
ELEV- 30.9 INSPECTION COVER -
FINISHED GRADE
SEPTIC TANK
FAST SYSTEM DETAIL (BIO-MICROBICS MICROFAST)
(SEE MANUFACTURERS SPECIFICATIONS)
TO BE SET AT GRADE)
SEE
31.0 I DETAIL 30.5
ELEV. ! ELEV.
30.75 E1500 GAL D -BOX
ELEV.
SEPTIC TANK 30.3 (6" OF ELEV.
WITH FAST SYSTEM ELEV. STONE
(6" OF STONE UNDER OR UNDER)
MECHANICALLY COMPACTED) GAS BAFFLE `
TEE SIZES: AT OUTLET TEE
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
APP .OVED BY: DATE:
ELEV
FCK
68
PROPOSED
2 BEDROOM 24'
28' DWELLING
GARAGE
2 20' 2 14
24'
PROPOSED DWELLING
2" PEASTONE
118.-112"
DOUBLE WASHED STONE
3' MAX 3/4" -1 1/2"
COVER DOUBLE WASHED STONE
ELEV: 29.5
/fix 1-I -h.l st'`� 27.0
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
THOMAS McLELLAN, P.E. 11 JOHN Z. DEMAREST JR., P.L.S
SCALE: I"= 20' DATE: 11114100
REFERENCE: PLAN BOOK 192 PAGE 129
REVISED: 12-27-00 REVISED: 1-31-01
LOCATION.-
468 -CAPTAIN NICKERSON ROAD
SOUTH YARMOUTH, MA
x
PREPARED FOR. -
REEF REALTY
THOMAS McLELLAN, P.E. 11 JOHN Z. DEMAREST JR., P.L.S
SCALE: I"= 20' DATE: 11114100
REFERENCE: PLAN BOOK 192 PAGE 129
REVISED: 12-27-00 REVISED: 1-31-01