HomeMy WebLinkAbout150 Cranberry Lane Site and Sewage PlanFOLLINS
POND
ASSESSORS MAP: 107
PARCEL: B 26 *T
CURRENT ZONING: R-40 (1954 SUBDIVISION) 1V
KEY.
EXISTING CONTOUR: — — — —
PROPOSED CONTOUR. .•.•••••••••••••••••••••.••...
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25
TEST HOLE: 4�
UTILITY POLE: -0-
FENCE
o-FENCE LINE: —
HYDRANT: -6
RETAINING WALL:
TREE:
DM # 97-024 (D24F15)
-91
ST HOLE LOGS
ENGINEER: DAVID MASON, R.S.
WITNESS: AMY VON HONE, R.S.
DATE: 12-5-96 _
PERCOLATION RATE. < 2 MIN/IN
TH-1 TH-2
45.0
0 HORIZON
ELEV
44.7
B1 HORIZON
4..
AMY AND
>O
44.1
B2 HORIZON
FINE LOAMY SAND
LOAMY SAND
IOYR 6/8
422
C HORIZON
FINE SAND
25Y 7/2
' T
NO GROUNDWATER ENCOUNTERED
4310
ELEV
42.7
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
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.
11. ALL UNSUITABLE SOIL (B2 AND C2 HORIZONS) WITHIN 5' OF LEACH AREA
IS TO BE REMOVED AND REPLACED WITH CLEAN MEDIUM SAND.
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
-%q- BEDROOMS AT 110 GAL/DAY/BEDROOM = 330 CAL/DAY
SEPTIC TANK:
-Ok CAL/DAY x 2 DAYS = 660 GAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 3 INFILTRATORS (MAXIMIZER CHAMBERS
WITH 4' OF STONE ALL AROUND (30' x If x 2' DEEP)
SIDE AREA: (30 + 11)2 x 2 = 164 SF (.74) = 121 GAL/DAY
BOTTOM AREA: 3O',a 1r = 3&0 St' (74) = 244 GAL/ DAY
CAPACITY = 365 CAL/DAY
SEPTIC SYSTEM SECTION
47.0
TOP OF FOUNDATION
41�
41.75 1500 GAL
ELEV. SEPTIC TANK\
42.0 (6" OF STONE UNDER OR
ELEV. MECHANICALLY COMPACTED)
DEMAREST—McLELLAN ENGINEERING
24 SCHOOL STREET P.O. BOX 463
HEST DENNIS, MASSACHUSETTS 02670
PHONE & FAX : (508) 398-7710
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
AP
w i LAw
01AL
COVERS WITHIN 12" OF
FINISHED GRADE
41.5 1;==;i
ELEV. `
D -BOX 41.08
41.25 (6" OF ELEV.
ELEV. STONE
UNDER)
THOMAS McLELLANTHOMAS McLELLAN, P.E. JOHN
GAS BAFFLE
AT OUTLET TEE
1�7 - i
DATE.
JOHN \
Z.
DEMAREST.JR.
No. 36859
MAREST JR.,-P.L.S
ELEV.
42
EDWELLING
ROPOSED
BEDROOM445,Si16 GARAGE
SS 26'
PROPOSED DWELLING
2" PEASTONE
314--1 1/2"
WASHED STONE
ELEV: 40.0
37.5
<4 E ELEV.
30'
3 INFILTRATORS (MAXIMIZER CHAMBERS)
WITH 4' OF STONE ALL AROUND
(30' x 1P x 2' DEEP)
SITE AND SEWAGE PLAN
LOCATION
150 CRANBERRY LANE
SOUTH YARMOUTH, MA
PREPARED FOR-
ROBERT
ORROBERT & DIANE D'AGOSTINO
SCALE: 1" = 30' DATE. 9/14/98
REFERENCE. PLAN BOOK 120 PAGE 119
Pl U/G/)rrll,-
4..
0 HORIZON
A HORIZON
LOAMY SAND
10"
10YR 4/3
42.
B HORIZON
LOAMY SAND
26'
10YR 5/6
40A
Cl HORIZON
IU SAND
MED48"
25Y 6
39,
C2 HORIZON
SANDY LOAM
50'
25Y 5/6
38.
C3 HORIZON
FINE SAND
32
25Y 7/2
32.
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
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.
11. ALL UNSUITABLE SOIL (B2 AND C2 HORIZONS) WITHIN 5' OF LEACH AREA
IS TO BE REMOVED AND REPLACED WITH CLEAN MEDIUM SAND.
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
-%q- BEDROOMS AT 110 GAL/DAY/BEDROOM = 330 CAL/DAY
SEPTIC TANK:
-Ok CAL/DAY x 2 DAYS = 660 GAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 3 INFILTRATORS (MAXIMIZER CHAMBERS
WITH 4' OF STONE ALL AROUND (30' x If x 2' DEEP)
SIDE AREA: (30 + 11)2 x 2 = 164 SF (.74) = 121 GAL/DAY
BOTTOM AREA: 3O',a 1r = 3&0 St' (74) = 244 GAL/ DAY
CAPACITY = 365 CAL/DAY
SEPTIC SYSTEM SECTION
47.0
TOP OF FOUNDATION
41�
41.75 1500 GAL
ELEV. SEPTIC TANK\
42.0 (6" OF STONE UNDER OR
ELEV. MECHANICALLY COMPACTED)
DEMAREST—McLELLAN ENGINEERING
24 SCHOOL STREET P.O. BOX 463
HEST DENNIS, MASSACHUSETTS 02670
PHONE & FAX : (508) 398-7710
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
AP
w i LAw
01AL
COVERS WITHIN 12" OF
FINISHED GRADE
41.5 1;==;i
ELEV. `
D -BOX 41.08
41.25 (6" OF ELEV.
ELEV. STONE
UNDER)
THOMAS McLELLANTHOMAS McLELLAN, P.E. JOHN
GAS BAFFLE
AT OUTLET TEE
1�7 - i
DATE.
JOHN \
Z.
DEMAREST.JR.
No. 36859
MAREST JR.,-P.L.S
ELEV.
42
EDWELLING
ROPOSED
BEDROOM445,Si16 GARAGE
SS 26'
PROPOSED DWELLING
2" PEASTONE
314--1 1/2"
WASHED STONE
ELEV: 40.0
37.5
<4 E ELEV.
30'
3 INFILTRATORS (MAXIMIZER CHAMBERS)
WITH 4' OF STONE ALL AROUND
(30' x 1P x 2' DEEP)
SITE AND SEWAGE PLAN
LOCATION
150 CRANBERRY LANE
SOUTH YARMOUTH, MA
PREPARED FOR-
ROBERT
ORROBERT & DIANE D'AGOSTINO
SCALE: 1" = 30' DATE. 9/14/98
REFERENCE. PLAN BOOK 120 PAGE 119
Pl U/G/)rrll,-