Engineered Plan - 2007TOP OF Raise covers to within 6" of
FOUNDATION finish grade install risers as needed
EL 100. 3
GROUND SURFACE Rl,--L0LQ-0
Top EL
L.Two 500 Gal Concrete
chambers w14' slona all aro6i--d
(4=10" x 8'-6" x 2'-10)
ani
'Ci
170-94,y
AT g5-5820 E
e
TBm EL = 100.00
Top Step Cor
2 Car
�q D6 Z
Garage
Proposed (96. 8)
Pump, fill and/or remove
_ Foyer
1,500 Gal
as required per Title 5
Kit S— Tank
Water Line
E2d9 J42
Q� Edr �000-1)
Lot 157 Tap 100.3
9.,0 Proposed
16,988-:& Sq. Ft. Liv Din Deck 1' D—Box
Q-) '?0 �6
00
th
('00-5)
Bed Ii
41. 0'
.9
Bed 2 0
Gas
Line
9-
Cl- Fence
01- ---------
f
— --------
PROPOSED LEACHING FACliffy
170-09
Two 500 Gal. Cont Chambers
S 8528'20" W with 4' stone all around
Total Area = 25'-0" x 12°-10"
STANDARD NOTES
1) THIS PLAN IS FOR REPAIR OF A SEPTIC SYSTE V
2) ALL INSTALLATION PROCELiVPES AND MATERIALS SHALL CONFORM TO 310 CMP. 15.000, THE STATE ENWROArALENT4L CODE
TITLE 5, AND THE TOWN OF ---. Yarmouth SUBSURFACE 9ISPOSAI REGULATIONS.
3) No DETERMINATION HAS BEEN MADE AS TO COMPLIANCE OFA VAILAI LE PROPERTY INFORMATION WITH RECORDED DEEDS
OR ZONING REGULATIONS.
4) THIS PROPERTY JS SERWCE0 BY TOWN WATER
5) THERE ARE NO KNOWN WELLS It'THIN 200' OF THE PROPOSED SOIL ESORP77ON SYSTEM
6) ALL COVERS OF SYSTEM COMPOM 'WTS SHALL BE BROUGHT TO Jf7THIA 6" OFTINISHED GRADE
MIN 2' LAYER DOUBLE WASHED SHALL BE L CATED DIRECTLY
1/8'- 1/2' STONE 7) ALL SYSTEM COMPONENTS SHALL REMAIN ACCESSIBLE FOR )WSPECT10 V NO STRUCTURES 0 Y
24 UPON OR ABOVE THE COMPONTAr? ACCESS LOCATIONS WHICH WOULD INTERFERE WITH THE PERFORMANCE ACCESS INSPECTION
EFFECTIVE PUMPING OR REPAIR.
SIDE WALL 8) NO DRIVEWAY PARKING OR TURMNG AREA, OR OTHER IMPERVIOUS A ?EA SHALL BE LOCATED ABOVE A SOIL ABSORPTION
1 1/2' DOUBLE SYSTEM EXCEPT WHEN VENTING HAS BEEN PROVIDED.
WASHED STONE 9) SEPTIC TANKS, GREASE TRAPS DOSING CHAMBERS AND DISTRIBUTIO.A BOXES SHALL BE PLACED ON A 6" STONE EASE
94.14- BOTTOM EL TO ENSURE STABILITY AND PREVAINT SEYTMAG R G
jo) OUTLET DISTRIBUTION LINES SHALL REMAIN LEVEL FOR A MINIMUM T THE FRSTTWO FEETOFTH . L7 LEV H
T
11) ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H—i0 LOADING UNLESS THEY ARE UNDER OR WITHIN 10'
70M LL USED.
OF DRIVEWAYS OR PARKING OR. TURNING AREAS IN WHICH CASE H— "n COMPONENTS SHA BE U E -
10) ALL BUILDING SEWER LINES ShAil, HAVE AN INNER DIAMETER OF 4" AND SHILL BE CAST—IRON OR SCHEDULE 40 PVC
EL BOTTOM OF TEST HOLE 13) THE DEPTH OF THE TOP OF ALL SYSTEM COMPONENTS SHALL NOT E YCEED 3E" UNLESS VENTING HAS BEEN PROVIDED.
14) IN THE AREAS OF EXCAVATION F)OSTING GRADES SHALL BE REESTABLISHED irNLEFS NOTED AS PROPOSED CONTOURS.
15) IF SOILS ARE ENCOUNTERED D UpINC THE EXCA VA TjoN OF THE SOIL , BSORPTON SYSTEM, THAT DIFFER NO TARL Y FROM
THE DEEP OBSERVATION HOLE LOG, CONTACT THE ENGINEER BEFORI PROCEEDING.
16)CONTRACTOR TO VERIFY LOCATIOPT OF ALL UNDERGROUND UTILITIES. PRIOR TC CONSTRUCTION
DEEP OBSERVATION
HOLE LOG
Test
Hole #1
(EL =
Proposed
D — Box
.p
Dt, nP
�le
ft)
Soil
Horizon
Soil Soil
Texture Color
(110 Gal/BR /Dal
x Number of BR)
(USDA) (Munsell)
(Typical)
99.9
AOE
977
6- 30-
2 "MIN— 3VA X
B
LOAMY SAND 1. I0YR6/6
30" 144"
i L
88.4
N R
INVERT
N VERT EL
COARSE SAND 1;2.5Y714
10
2/21/07
Soil Evaluator:
ED STONE
Witnessed By:
P. Renaud
.Perc Rate:,
(Existing)
Soil Survey Description:
CARVER
Geologic Material:
GLACIAL OUTWASR MORRAIKE
Depth to Standing Water: NA
Depth to Weeping Water:
NA
Depth to Mottling(Color):
NA
Est Seasonal High GW:
NA
USGS Observation Well:
NA
Date of Last Measurement: NA
ALL A
IN,.;
GAS
'TLE
AIJ
E L
Z. ..... * ........
4 (�'
........
.... ..
I . .. ......... ..............................
.................................. .........
6" STONE EASE
Proposed
>
1,500 Gal Septic Tank
22'
(Typical)
.30,
S = 0.03
S = 0.01
GROUND SURFACE Rl,--L0LQ-0
Top EL
L.Two 500 Gal Concrete
chambers w14' slona all aro6i--d
(4=10" x 8'-6" x 2'-10)
ani
'Ci
170-94,y
AT g5-5820 E
e
TBm EL = 100.00
Top Step Cor
2 Car
�q D6 Z
Garage
Proposed (96. 8)
Pump, fill and/or remove
_ Foyer
1,500 Gal
as required per Title 5
Kit S— Tank
Water Line
E2d9 J42
Q� Edr �000-1)
Lot 157 Tap 100.3
9.,0 Proposed
16,988-:& Sq. Ft. Liv Din Deck 1' D—Box
Q-) '?0 �6
00
th
('00-5)
Bed Ii
41. 0'
.9
Bed 2 0
Gas
Line
9-
Cl- Fence
01- ---------
f
— --------
PROPOSED LEACHING FACliffy
170-09
Two 500 Gal. Cont Chambers
S 8528'20" W with 4' stone all around
Total Area = 25'-0" x 12°-10"
STANDARD NOTES
1) THIS PLAN IS FOR REPAIR OF A SEPTIC SYSTE V
2) ALL INSTALLATION PROCELiVPES AND MATERIALS SHALL CONFORM TO 310 CMP. 15.000, THE STATE ENWROArALENT4L CODE
TITLE 5, AND THE TOWN OF ---. Yarmouth SUBSURFACE 9ISPOSAI REGULATIONS.
3) No DETERMINATION HAS BEEN MADE AS TO COMPLIANCE OFA VAILAI LE PROPERTY INFORMATION WITH RECORDED DEEDS
OR ZONING REGULATIONS.
4) THIS PROPERTY JS SERWCE0 BY TOWN WATER
5) THERE ARE NO KNOWN WELLS It'THIN 200' OF THE PROPOSED SOIL ESORP77ON SYSTEM
6) ALL COVERS OF SYSTEM COMPOM 'WTS SHALL BE BROUGHT TO Jf7THIA 6" OFTINISHED GRADE
MIN 2' LAYER DOUBLE WASHED SHALL BE L CATED DIRECTLY
1/8'- 1/2' STONE 7) ALL SYSTEM COMPONENTS SHALL REMAIN ACCESSIBLE FOR )WSPECT10 V NO STRUCTURES 0 Y
24 UPON OR ABOVE THE COMPONTAr? ACCESS LOCATIONS WHICH WOULD INTERFERE WITH THE PERFORMANCE ACCESS INSPECTION
EFFECTIVE PUMPING OR REPAIR.
SIDE WALL 8) NO DRIVEWAY PARKING OR TURMNG AREA, OR OTHER IMPERVIOUS A ?EA SHALL BE LOCATED ABOVE A SOIL ABSORPTION
1 1/2' DOUBLE SYSTEM EXCEPT WHEN VENTING HAS BEEN PROVIDED.
WASHED STONE 9) SEPTIC TANKS, GREASE TRAPS DOSING CHAMBERS AND DISTRIBUTIO.A BOXES SHALL BE PLACED ON A 6" STONE EASE
94.14- BOTTOM EL TO ENSURE STABILITY AND PREVAINT SEYTMAG R G
jo) OUTLET DISTRIBUTION LINES SHALL REMAIN LEVEL FOR A MINIMUM T THE FRSTTWO FEETOFTH . L7 LEV H
T
11) ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H—i0 LOADING UNLESS THEY ARE UNDER OR WITHIN 10'
70M LL USED.
OF DRIVEWAYS OR PARKING OR. TURNING AREAS IN WHICH CASE H— "n COMPONENTS SHA BE U E -
10) ALL BUILDING SEWER LINES ShAil, HAVE AN INNER DIAMETER OF 4" AND SHILL BE CAST—IRON OR SCHEDULE 40 PVC
EL BOTTOM OF TEST HOLE 13) THE DEPTH OF THE TOP OF ALL SYSTEM COMPONENTS SHALL NOT E YCEED 3E" UNLESS VENTING HAS BEEN PROVIDED.
14) IN THE AREAS OF EXCAVATION F)OSTING GRADES SHALL BE REESTABLISHED irNLEFS NOTED AS PROPOSED CONTOURS.
15) IF SOILS ARE ENCOUNTERED D UpINC THE EXCA VA TjoN OF THE SOIL , BSORPTON SYSTEM, THAT DIFFER NO TARL Y FROM
THE DEEP OBSERVATION HOLE LOG, CONTACT THE ENGINEER BEFORI PROCEEDING.
16)CONTRACTOR TO VERIFY LOCATIOPT OF ALL UNDERGROUND UTILITIES. PRIOR TC CONSTRUCTION
DEEP OBSERVATION
HOLE LOG
Test
Hole #1
(EL =
100.4
.p
Dt, nP
�le
ft)
Soil
Horizon
Soil Soil
Texture Color
(110 Gal/BR /Dal
x Number of BR)
(USDA) (Munsell)
0 6"
99.9
AOE
LOAMY SAND ' 10YR412
IOYR511
6- 30-
97.9
B
LOAMY SAND 1. I0YR6/6
30" 144"
i L
88.4
C
COARSE SAND 1;2.5Y714
Deep Obs Hole Date:
2/21/07
Soil Evaluator:
ED STONE
Witnessed By:
P. Renaud
.Perc Rate:,
2 MIN/IN @ 54"
Soil Survey Description:
CARVER
Geologic Material:
GLACIAL OUTWASR MORRAIKE
Depth to Standing Water: NA
Depth to Weeping Water:
NA
Depth to Mottling(Color):
NA
Est Seasonal High GW:
NA
USGS Observation Well:
NA
Date of Last Measurement: NA
Comments:
GRAPHIC SCALE
0 0 10 20 40 80
Y.
IN FEET
1 inch = 20 ft.
DE,)
T
IGN DATA
Number of Be
rooms
.2
Garbage Grinder:
NO
Design Flow
(110 Gal/BR /Dal
x Number of BR)
Septic Tank:
o o --zed)
11500
(Minimum = Des
ign Flow x 200%)
Gal.
Leaching Area
8s) y 2 x 2
'ottoM: -7
Ft X FV}
Leaching Area
Design Capacity:
471 SF
(Sidewall Area
Bottom Area) x LTAR
x 0. 74
CPD Provided
349,
349 GPD Provid---3d GPD Required Reserve
C"I Plan
Sep JjC
'It.e & J— J 67 -D
Upgra de
42 Pebble Beach Road
in
Sc uth Yarmouth, MA 02664
Scale: I" = 20' DATE. 3/01/07
.
RE
OAR 2 0 20( R•
V
7 Prepared For. -
Deed Reference eanor Fairman
EK 1033 PG "54
42 Pebble Beach Road
1"Jema Map Ref. S uth Yarmouth, MA 02664
250001-5C
Prepared By.-
Zone C 5
Plan Referenc-e A & M Land Services
24 Commonwealth Avenue
LJ C. Plan 28477F South Yarmouth, M4 02664
(508) 737-1777
130
ASSESSORS MAP 90 LOT - - Dwg No .3312
Midiron Dr,
LOCUS
Bakers Path
LOCATION MAP
t
EDWARD
A. ,
STONE
No. 28930
� 7/aTA