HomeMy WebLinkAbout83-1440 - Site PlangOAD
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1s 66l25.00. ,f
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i
14- ^TI1-1 gv%
BENCHMARK TOP
CONCRETE BOUND
ELEV-14X7
12� ' . 0...� .
- ......
ro-
� 5... ........ 1 r
...... ...:::F •' ....
P J . ` - -13
13.9
�� _ _ -12
1g5
0-10
_ - -8
WORK LIMIT LINE m
PROPOSED STONE DRAINAGE -
TRENCH (28' x r x r DEEP)
36 5r -
BENCHMARK TOP OF` 100. p0.
CONCRETE BOUND 1 000,
ELEV= 6.091
DCH IN1 E
EDGE OF WETLAND
KEY:
EXISTING CONTOUR: - - --
PROPOSED CONTOUR:
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25
TEST HOLE: -
UTILITY POLE: -0-
FENCE
o-FENCE LINE: -
HYDRANT: -6-
RETAINING WALL:
TREE:
DM # 97-182 D26F
12.0 120.1
T
USCS GROUNDWATER ADJUSTMENT:
WELL, MITI -29, ZONE: A, ADJUSTMENT: 2.3'
NOTES:
1. VERTICAL DATUM. 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 AASHTD H-10
LOADING SPECIFICATIONS.
5. PIPE PITCH= 1/4" PER FOOT, (UNLESS NOTED OTHERWISE).
12D 6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
9.5 USE
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
89 STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
HEALTH REGULATIONS.
65 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. ALL DISTURBED AREAS ARE TO BE REVEGETATED OR MULCHED UPON
2.0 COMPLETION OF CONSTRUCTION.
12. WORK LIMIT LINE TO BE DOUBLE STAKED HAY BALES OR SILT FENCE.
WORK LIMIT LINE TO BE STAKED PRIOR TO CONSTRUCTION.
13. ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS OR STONE TRENCHES AT
DRIP LINE.
14. ALL UNSUITABLE SOIL (B HORIZON, APPROX. 66" DEEP) WITHIN 5. OF
LEACH AREA IS TO BE REMOVED AND REPLACED WITH CLEAN MEDIUM SAND.
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
_3._ BEDROOMS AT 110 GAL/DAY/BEDROOM = 330 GAL/DAY
SEPTIC TANK:
330 GAL/DAY x 2 DAYS = 660 GAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 5 INFILTRATORS (STANDARD CHAMBERS)
FROM
WITH 4' OF STONE AROUND SIDES AND 3' AT ENDS
(3725' x 1r x 7' DEEP)
SIDE AREA, (4825)2 x 7/12 = 56 (.74) = 41 CAL/DAY
BOTTOM AREA. 3725 x 11 = 410 SF (.74) = 303 CAL/DAY
CAPACITY a 344 CAL/DAY
ISEPTIC SYSTEM SECTION
N
--
/ D�`fl
16.7
TOP OF FOUNDATION
DEMAREST-McLELLAN ENGINEERING
24 SCHOOL STREET PD. BOX 463
WEST DENNIS, MASSACHUSETTS 02670
PHONE & FAX : (508) 398-7710
ELEV.
/- COVERS WITHIN
12' OF FINISHED GRADE
1500 GAL
SEPTIC TANK
(6' OF STONE UNDER OR
MECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6' UP, 13' DOWN
OUTLET: 6" UP, 14' DOWN
APPROVED BY:
'Nryd,K d
MtEUP1
CWL.
wlrl^t
L
12`35 12.13ID-BOX 1196
ELEV. ELEV. (6" OF ELEV.
STONE
UNDER)
GAS BAFFLE
AT OUTLET
DATE:
THOMAS MCLELLAN, P.E. JOHN Z. DEMAREST JR., P
ASSESSORS MAP: 16
TEST HOLE LOGS
to
PARCEL: -3�.
DWELLING
tm
CURRENT ZONING: R-25
N;
ENGINEER: THOMAS McLELLAN, PE.
BUILDING SETBACKS:
WITNESS: BRUCE MURPHY, R.S.
4
F. 30' S: 15' R: 20'
DATE: 12-22-97
PERCOLATION RATE: < 5 MIN/IN
Locust
C & Al2 (EL 10)
FLOOD ZONE:
TH-1 TH-2
.o Op9
rzD
FILL FILL
t�f'fyD�Gti
24"
�OA 3d'
A HORIZON
BZON
A
LOAMIYtI SAND LOAMY SAND
42'
IOYR 3/3 8S gr fOYR 3/3
LOCATION MAP
B HORIZON B HORIZON
LOAMY18 D
LOT AREA
66'
lOOYR ss s6• 110YR5518�D
14,600 f Sir.
HORIZON Cl HORIZON
(0.34 ± AC.)
[L'OZYSAND FISP -AfD SAND
s
96'
4D
gOAD
gU S S o pAv>r
EDG8 0�
1s 66l25.00. ,f
. ! , ' TA -2
6. y1/'
i
14- ^TI1-1 gv%
BENCHMARK TOP
CONCRETE BOUND
ELEV-14X7
12� ' . 0...� .
- ......
ro-
� 5... ........ 1 r
...... ...:::F •' ....
P J . ` - -13
13.9
�� _ _ -12
1g5
0-10
_ - -8
WORK LIMIT LINE m
PROPOSED STONE DRAINAGE -
TRENCH (28' x r x r DEEP)
36 5r -
BENCHMARK TOP OF` 100. p0.
CONCRETE BOUND 1 000,
ELEV= 6.091
DCH IN1 E
EDGE OF WETLAND
KEY:
EXISTING CONTOUR: - - --
PROPOSED CONTOUR:
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25
TEST HOLE: -
UTILITY POLE: -0-
FENCE
o-FENCE LINE: -
HYDRANT: -6-
RETAINING WALL:
TREE:
DM # 97-182 D26F
12.0 120.1
T
USCS GROUNDWATER ADJUSTMENT:
WELL, MITI -29, ZONE: A, ADJUSTMENT: 2.3'
NOTES:
1. VERTICAL DATUM. 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 AASHTD H-10
LOADING SPECIFICATIONS.
5. PIPE PITCH= 1/4" PER FOOT, (UNLESS NOTED OTHERWISE).
12D 6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
9.5 USE
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
89 STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
HEALTH REGULATIONS.
65 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. ALL DISTURBED AREAS ARE TO BE REVEGETATED OR MULCHED UPON
2.0 COMPLETION OF CONSTRUCTION.
12. WORK LIMIT LINE TO BE DOUBLE STAKED HAY BALES OR SILT FENCE.
WORK LIMIT LINE TO BE STAKED PRIOR TO CONSTRUCTION.
13. ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS OR STONE TRENCHES AT
DRIP LINE.
14. ALL UNSUITABLE SOIL (B HORIZON, APPROX. 66" DEEP) WITHIN 5. OF
LEACH AREA IS TO BE REMOVED AND REPLACED WITH CLEAN MEDIUM SAND.
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
_3._ BEDROOMS AT 110 GAL/DAY/BEDROOM = 330 GAL/DAY
SEPTIC TANK:
330 GAL/DAY x 2 DAYS = 660 GAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 5 INFILTRATORS (STANDARD CHAMBERS)
FROM
WITH 4' OF STONE AROUND SIDES AND 3' AT ENDS
(3725' x 1r x 7' DEEP)
SIDE AREA, (4825)2 x 7/12 = 56 (.74) = 41 CAL/DAY
BOTTOM AREA. 3725 x 11 = 410 SF (.74) = 303 CAL/DAY
CAPACITY a 344 CAL/DAY
ISEPTIC SYSTEM SECTION
N
--
/ D�`fl
16.7
TOP OF FOUNDATION
DEMAREST-McLELLAN ENGINEERING
24 SCHOOL STREET PD. BOX 463
WEST DENNIS, MASSACHUSETTS 02670
PHONE & FAX : (508) 398-7710
ELEV.
/- COVERS WITHIN
12' OF FINISHED GRADE
1500 GAL
SEPTIC TANK
(6' OF STONE UNDER OR
MECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6' UP, 13' DOWN
OUTLET: 6" UP, 14' DOWN
APPROVED BY:
'Nryd,K d
MtEUP1
CWL.
wlrl^t
L
12`35 12.13ID-BOX 1196
ELEV. ELEV. (6" OF ELEV.
STONE
UNDER)
GAS BAFFLE
AT OUTLET
DATE:
THOMAS MCLELLAN, P.E. JOHN Z. DEMAREST JR., P
DECK IIZ
PROPOSED DWELLING
2" PEASTONE
3/4' - 1 1/2"
WASHED STONE
� ELEV: 12B
E� F� ELEV.
3'-4' 3'-4'
f 3725' 30 51
11.8815INFILTPATORSfSTANDARDCH"BERS)
ELEV. WITH 4' OF STONE AROUND SIDES AND
3' AT ENDS (3725 x 1r x 7" DEEP)
ADJUSTED GROUNDWATER ELEV.= 6.3
SITE AND SEWAGE PLAN
LOCATION.•
9 RUSSO ROAD
WEST YARMOUTH, MA
PREPARED FOR
RUSSELL GI AMMARCO
SCALE: f = 30' DATE: 2-3-98
REVISED: 2-24-98
REFERENCE: PLAN BOOK 68 PAGE 71 REVISED: 3-30-98
PORCH 6'
PROPOSED
3 BEDROOM
DWELLING
�a
0
so,wa
DECK IIZ
PROPOSED DWELLING
2" PEASTONE
3/4' - 1 1/2"
WASHED STONE
� ELEV: 12B
E� F� ELEV.
3'-4' 3'-4'
f 3725' 30 51
11.8815INFILTPATORSfSTANDARDCH"BERS)
ELEV. WITH 4' OF STONE AROUND SIDES AND
3' AT ENDS (3725 x 1r x 7" DEEP)
ADJUSTED GROUNDWATER ELEV.= 6.3
SITE AND SEWAGE PLAN
LOCATION.•
9 RUSSO ROAD
WEST YARMOUTH, MA
PREPARED FOR
RUSSELL GI AMMARCO
SCALE: f = 30' DATE: 2-3-98
REVISED: 2-24-98
REFERENCE: PLAN BOOK 68 PAGE 71 REVISED: 3-30-98