HomeMy WebLinkAbout83-1485 - Site PlanFOUNDA
EL_ _fib•
PROPOSED LEACHING TACILITY
Four Cultec Recharge; Units (24" deep)
with 3' stone on ends and q 1 stone
�3b5a� on sides. (Total Dim. !Z.3' x 30 61-x)
5�6 c,( AJA• 1L)/+ �07"-,E- 5
Z I l a1z31
`
iBM EL = 36.3 (MSL)
Catch Basin Rim II t �' D%''• \ pro i' f� N 2 Stall
Prop. , /Test / Garage h b
D—Box / XPi t /' / r •
Z 1
9. °^' /r
, 3' Prop. 1-jl Bed ll) ;
h'adius i / Prop TOF EL = 36.51-
Exist ' , t ,,,,,,,,,,,,,,ir
Qi / � � ti rrvr///vrrrr/ r
(a, Catch fR
I , Testi
Ea,Pit 1 rrlrrrrrrrr y 1 i
Prop. rrrl(rrrrk/r L r! Iry
1,500
rrrYrrrrr\r Q �'`
qa I S 4 I ti )rrr (/rrr/x ro q \
2 � 1 Gal ,- r\rrrr\/rr//r A.
'1F z ,�/ , i S—tank' rx/rr /rrr / \ 1g.
p 4
0
EXCAVATION NOTES
1) EXCAVATE ALL MATERIAL ABOVE SOIL HORIZON C (SEE DEEP OBSERVA7TON
HOLE LOG) AT APPROXIMATE ELEVATION 2 9 . S , FOR A L47FRAL DISTANCE OF 5'
(WHERE POSSIBLE) IN ALL DIRECTIONS BEYOND 771E OUTER PERIMETER OF THE Ll= Fir NlrjG F/!G/ 0r5"
2) FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND, FREE FROM ORGANIC
MATTER AND OTHER DELETERIOUS SUBSTANCES, WHICH MEETS 771E TEXTtMfL
CRDERM PUT FORTH LV SECTION 15.255(3) OF YT(LE 5.
3) SCARIFY THE BOTTOM SURFACE OF THE EXCAVAY70N PRIOR TO PLACEMENT
OF FILL INTO THE RETAINING STRUCTURE.
4) PLACE FILL ONLY WHEN B07TON SURFACE LS DRY.
Gutters and downspouts to be
directed into drywells.
Flood Map Ref.:
Panel # 250015 0004C
Dated June 17, 1986
* 00,�
r
)� of 50 off Top
Coast
s7 -,1a1 Bank i ZI i � � •
I oo L o i "Iz '.ro P�coG � I I
3 `
so \ OF
1 /nO� Orr CDSt1 �,
I °r I3vLt/, \ \ or~ \ 13vty
N ',p
N \ \ \ \ \ ) tG t} Y a°11 l
\ \ \ \ t p� til
(10
A/ ItLOT N6
\ \ \ t zy \ I
a a I \ 3o \ \ \\ J l
'� sus , 29.4 40-1-', ���
It
(In \ \ \
\\ N
I
7/7
T7r \
_ o
N �
x l S.r
n'LD6,
0
0
\ \ 13\ 4
'J"1 Wil ° I
\ \ I
Y
11
\ \
i ap
Tc6
t* ti
uRA
Irl
WINSLOW
Y.
SPOFFORD
e2aW
STANDARD NOTES
1) THIS PLAN IS FOR THE INSTALLATION OF A SEPT7C SYSTEM
2) ALL INSTALLATION PROCEDURES AND MATERIALS SHALL CONFORM TO 310 CMR 15.000, THE STATE ENVIRONMENTAL CODE,
TITLE 5, AND THE TOWN OF Yarmouth ____ SUBSURFACE DISPOSAL REGULATIONS.
3J NO DETERdfINA?70N HAS BEEN MADE AS TO COMPLIANCE OF AVAILABLE PROPERTY INFORMATION WITH RECORDED DEEDS
OR ZONING REGULATIONS.
4) TOWN i1ATF,R SERVICES THIS PROPERTY.
5) THERE ARE NO KNOWN PRIVATE WELLS ON THIS PROPERTY OR WITHIN 100' OF THE PROPOSED SOIL ABSORPTION SYSTEM.
6) ALL COVERS OF SYSTEM COMPONENTS SHALL BE BROUGHT TO WITHIN 12" OF FINISHED GRADE,WITH ONE COVER OF THE
SEPTIC TANK BROUGHT WITHIN 6" OF GRADE.
7) ALL SYSTEM COMPONENTS SHALL REMAIN ACCESSIBLE FOR INSPECTION. NO STRUCTURES SHALL BE LOCATED DIRECTLY
UPON OR ABOVE THE COMPONENT ACCESS LOCATIONS WHICH WOULD INTERFERE WITH THE PERFORMANCE, ACCESS, INSPECTION
PUMPING OR REPAIR
i NO DRIVEWAY, 1 ARKING OR TURNING AREA, OR OTHER IMPERVIOUS AREA SHALL BE LOCATED ABOVE A SOIL ABSORPTION
SYN"- Y 7XCF7T WHEN VENTING HAS BEEN PROVIDED.
9) SEPTIC TANKS; GREASE TRAPS, DOSING CHAMBERS AND DISTRIBUY70N BOXES SHALL BE PLACED ON A 6" STONE BASE
TO ENSUE STABILITY AND PREVENT SE7=G.
10) OUTLET DISTRIBUTION LINES SHALL REMAIN LEVEL FOR A MINIMUM OF THE FIRST TWO FEET OF THEIR LENGTH
Il) ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY AR UADER OR RITHI.'V 10'
OF DRIVEWAYS OR PARKING OR TURATVG AREAS, IN WHICH CASE H-20 COMPONENTS SHALL BE USED.
12) ALL BUILDING SEWER LINES SHALL HAVE AN INNER DIAMETER OF 4- AND SHALL BE CAST-IRON OR SCHEDULE 40 PVC.
13) 771E DEPTH OF THE TOP OF .'IL SYSTEM COMPONENTS SHALL NOT EXCEED 36" UNLESS VENTING HAS BEEN PROVIDED.
14) IN THE LREAS OF EXCAVATION, EXISTING GRAJFS SHALL BE REESTABLISHED UNLESS NOTED AS PROPOSED CONTOURS.
15) IF' SOILS ARE ENCOI ATERED DURING THE EXCAVATION OF THE SOIL ABSORPTION Sr 14M, THAT DIFFE. NOTABLY FROM
THE DEEP OBSERVATION HOLE LOG, CONTACT THE ENGINEER BEFORE PROCEEDING.
16) CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES.
OF
<T`
1 c
ilvl M.
S
6rOF RD
O Na?3040 q
O 4 1
ho
Susf�
DESIGN DATA
GROUND SURFACE EL- 3� —_
Number of Bedrooms:
L(
Garbage Grinder.
NO
Design Flow:
4tfo
(110 Gal/BR/Dar z N=ber of BIZ)
poptl
(tn)'
Septic Tank:
GROUND SURFACE EL -36'-
(Miatmam = Design now z 20074)
GA LLOfIl
Leaching Area:
" MIN
Sidewall'
0 - 1f"
2x 3_ rt)+
(q3
2x.12.3_ g z '`)
4`i2-
Bottom:
f0YR3/3
OUTLET PIPE LEVEL
,
Long Term Acceptance Rate (LIAR): 0.74
Leaching Area Design Capacity.
4-10
(Sidsw ll Area + Bottom Area) z LTAR
6 • P• ° -
=T TWO FEET
3 No VENT REQUIRED
35. 0
63" — f32"
Z1.0
C2
SAND
2.5YR6/4
Deep Obs Holo Dote.
5�2i199
TOP EL
Soil Mlmtor.
LIQUID LEVEL
Witnessed 9F
KrWA WELSH
DATE • ,lune 30, 1.999
PM Rats:
MIN 2' LAYER DOUBLE WASHED
Soil Survey Desorlptlom
CARVrR
D -BOX
Geologic Yatorlat
ODrWASE
I[—aecefily
REV. �8 �g
1/0'- 1/2' STONE
INVERT EL
10" 14"
3 3, 2
1z
0 0 M 0 0 o a o 0
0 0 0:::
::::`; : EFFECTIVE
�{
3.4
3 3
GAS BAFFLE AT OUTLET
INVERT EL5
LTGS Observeton Well
'�
S-q-
LL
,
Comments:
INVERT EL
-20)
2 O
l
INVERT EL
3Z-8
�o,,zIN C01AE6 e6LNAe6E2�
32 6
3/4'- 1 1/2' DOUBLE
INVERT EL
INVERT EL
(2q- OEt'�) w I'V(A I,
S+c ^1C
WASHED STONE
NE
6" STONE BASE
t4
}
°l—
Qrt E 05 Arlp
s�DNG
30,5
1500 Gal Septic Tank
U 14 S 'ID E -5.
BOTTOM EL
(Typical)
1
131
EL 21.5
BOTTOM OF
TEST HOLE
PROPOSED LEACHING TACILITY
Four Cultec Recharge; Units (24" deep)
with 3' stone on ends and q 1 stone
�3b5a� on sides. (Total Dim. !Z.3' x 30 61-x)
5�6 c,( AJA• 1L)/+ �07"-,E- 5
Z I l a1z31
`
iBM EL = 36.3 (MSL)
Catch Basin Rim II t �' D%''• \ pro i' f� N 2 Stall
Prop. , /Test / Garage h b
D—Box / XPi t /' / r •
Z 1
9. °^' /r
, 3' Prop. 1-jl Bed ll) ;
h'adius i / Prop TOF EL = 36.51-
Exist ' , t ,,,,,,,,,,,,,,ir
Qi / � � ti rrvr///vrrrr/ r
(a, Catch fR
I , Testi
Ea,Pit 1 rrlrrrrrrrr y 1 i
Prop. rrrl(rrrrk/r L r! Iry
1,500
rrrYrrrrr\r Q �'`
qa I S 4 I ti )rrr (/rrr/x ro q \
2 � 1 Gal ,- r\rrrr\/rr//r A.
'1F z ,�/ , i S—tank' rx/rr /rrr / \ 1g.
p 4
0
EXCAVATION NOTES
1) EXCAVATE ALL MATERIAL ABOVE SOIL HORIZON C (SEE DEEP OBSERVA7TON
HOLE LOG) AT APPROXIMATE ELEVATION 2 9 . S , FOR A L47FRAL DISTANCE OF 5'
(WHERE POSSIBLE) IN ALL DIRECTIONS BEYOND 771E OUTER PERIMETER OF THE Ll= Fir NlrjG F/!G/ 0r5"
2) FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND, FREE FROM ORGANIC
MATTER AND OTHER DELETERIOUS SUBSTANCES, WHICH MEETS 771E TEXTtMfL
CRDERM PUT FORTH LV SECTION 15.255(3) OF YT(LE 5.
3) SCARIFY THE BOTTOM SURFACE OF THE EXCAVAY70N PRIOR TO PLACEMENT
OF FILL INTO THE RETAINING STRUCTURE.
4) PLACE FILL ONLY WHEN B07TON SURFACE LS DRY.
Gutters and downspouts to be
directed into drywells.
Flood Map Ref.:
Panel # 250015 0004C
Dated June 17, 1986
* 00,�
r
)� of 50 off Top
Coast
s7 -,1a1 Bank i ZI i � � •
I oo L o i "Iz '.ro P�coG � I I
3 `
so \ OF
1 /nO� Orr CDSt1 �,
I °r I3vLt/, \ \ or~ \ 13vty
N ',p
N \ \ \ \ \ ) tG t} Y a°11 l
\ \ \ \ t p� til
(10
A/ ItLOT N6
\ \ \ t zy \ I
a a I \ 3o \ \ \\ J l
'� sus , 29.4 40-1-', ���
It
(In \ \ \
\\ N
I
7/7
T7r \
_ o
N �
x l S.r
n'LD6,
0
0
\ \ 13\ 4
'J"1 Wil ° I
\ \ I
Y
11
\ \
i ap
Tc6
t* ti
uRA
Irl
WINSLOW
Y.
SPOFFORD
e2aW
STANDARD NOTES
1) THIS PLAN IS FOR THE INSTALLATION OF A SEPT7C SYSTEM
2) ALL INSTALLATION PROCEDURES AND MATERIALS SHALL CONFORM TO 310 CMR 15.000, THE STATE ENVIRONMENTAL CODE,
TITLE 5, AND THE TOWN OF Yarmouth ____ SUBSURFACE DISPOSAL REGULATIONS.
3J NO DETERdfINA?70N HAS BEEN MADE AS TO COMPLIANCE OF AVAILABLE PROPERTY INFORMATION WITH RECORDED DEEDS
OR ZONING REGULATIONS.
4) TOWN i1ATF,R SERVICES THIS PROPERTY.
5) THERE ARE NO KNOWN PRIVATE WELLS ON THIS PROPERTY OR WITHIN 100' OF THE PROPOSED SOIL ABSORPTION SYSTEM.
6) ALL COVERS OF SYSTEM COMPONENTS SHALL BE BROUGHT TO WITHIN 12" OF FINISHED GRADE,WITH ONE COVER OF THE
SEPTIC TANK BROUGHT WITHIN 6" OF GRADE.
7) ALL SYSTEM COMPONENTS SHALL REMAIN ACCESSIBLE FOR INSPECTION. NO STRUCTURES SHALL BE LOCATED DIRECTLY
UPON OR ABOVE THE COMPONENT ACCESS LOCATIONS WHICH WOULD INTERFERE WITH THE PERFORMANCE, ACCESS, INSPECTION
PUMPING OR REPAIR
i NO DRIVEWAY, 1 ARKING OR TURNING AREA, OR OTHER IMPERVIOUS AREA SHALL BE LOCATED ABOVE A SOIL ABSORPTION
SYN"- Y 7XCF7T WHEN VENTING HAS BEEN PROVIDED.
9) SEPTIC TANKS; GREASE TRAPS, DOSING CHAMBERS AND DISTRIBUY70N BOXES SHALL BE PLACED ON A 6" STONE BASE
TO ENSUE STABILITY AND PREVENT SE7=G.
10) OUTLET DISTRIBUTION LINES SHALL REMAIN LEVEL FOR A MINIMUM OF THE FIRST TWO FEET OF THEIR LENGTH
Il) ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY AR UADER OR RITHI.'V 10'
OF DRIVEWAYS OR PARKING OR TURATVG AREAS, IN WHICH CASE H-20 COMPONENTS SHALL BE USED.
12) ALL BUILDING SEWER LINES SHALL HAVE AN INNER DIAMETER OF 4- AND SHALL BE CAST-IRON OR SCHEDULE 40 PVC.
13) 771E DEPTH OF THE TOP OF .'IL SYSTEM COMPONENTS SHALL NOT EXCEED 36" UNLESS VENTING HAS BEEN PROVIDED.
14) IN THE LREAS OF EXCAVATION, EXISTING GRAJFS SHALL BE REESTABLISHED UNLESS NOTED AS PROPOSED CONTOURS.
15) IF' SOILS ARE ENCOI ATERED DURING THE EXCAVATION OF THE SOIL ABSORPTION Sr 14M, THAT DIFFE. NOTABLY FROM
THE DEEP OBSERVATION HOLE LOG, CONTACT THE ENGINEER BEFORE PROCEEDING.
16) CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES.
OF
<T`
1 c
ilvl M.
S
6rOF RD
O Na?3040 q
O 4 1
ho
Susf�
DESIGN DATA
DEEP OBSERVATION
HOLE LOG
Number of Bedrooms:
L(
Garbage Grinder.
NO
Design Flow:
4tfo
(110 Gal/BR/Dar z N=ber of BIZ)
poptl
(tn)'
Septic Tank:
If SOD
(Miatmam = Design now z 20074)
GA LLOfIl
Leaching Area:
(USDA)
Sidewall'
0 - 1f"
2x 3_ rt)+
(q3
2x.12.3_ g z '`)
4`i2-
Bottom:
f0YR3/3
e" - 20'
(o35
Long Term Acceptance Rate (LIAR): 0.74
Leaching Area Design Capacity.
4-10
(Sidsw ll Area + Bottom Area) z LTAR
6 • P• ° -
DEEP OBSERVATION
HOLE LOG
SMI Evsluator.
Test
Hole #1
(EL = 3 Z ° f)
(EL =
3Z v f)
�1
(ft)
poptl
(tn)'
p
ln)`
6enioa
TII,,-6�•DS)
NA
Depth to Weeping Water.
(USDA)
(1NoWG
0 - 1f"
(IICoctasi':u)
1 A
'31,3
A
LOAMY SAND
f0YR3/3
e" - 20'
-�°,3
B
LOAMY SAND
f0YR518
20" — 63"
Z 6.-1
C1
MED—COARS
2.5YR6/4
63" — f32"
Z1.0
C2
SAND
2.5YR6/4
Deep Obs Holo Dote.
5�2i199
Soil Mlmtor.
RICH tsARNSD
Witnessed 9F
KrWA WELSH
DATE • ,lune 30, 1.999
PM Rats:
L Z M'"li.J e 50"
Soil Survey Desorlptlom
CARVrR
Geologic Yatorlat
ODrWASE
I[—aecefily
REV. �8 �g
Depth to Standing Voter. NA
Gar. 2t- AOO s}rpS 40o4!4i{
Depth to Weeping Water.
NA
47 Cove View Drive
Depth to MottlbWcolor):
NA
M Seasonal High GLI;
NA
LTGS Observeton Well
NA
Date of Let. MsasaremenL NA
Comments:
DEEP OBSERVATION
HOLE LOG
SMI Evsluator.
Test Hole #2
W7tneeeed 03•
(EL = 3 Z ° f)
Parc Rsts:
psytR
(W
�1
(ft)
}Tor iea
soil
0VTWASH
Depth to Standing liter.
NA
Depth to Weeping Water.
(USDA)
(1NoWG
0 - 1f"
31,/
1 A
LOAMY SAND
f0YR3/3
n" - 30"
Z y• 5
B
LOAMY SAND
10YR5/8
20" — 66'
ZL.S
C1
MED -COARSE
2.5YR614
SB" - 126"
2)5
C2
SAND
2.5YRO14
Deep Ob, Hole Data:
J
t�
S/Z2 99
SMI Evsluator.
RrCH ARWrz
W7tneeeed 03•
ATLDA WELSH
Parc Rsts:
r c o
Soll Sur+ey Deaorlptiott
CARVER
Geologic YaterfaL•
0VTWASH
Depth to Standing liter.
NA
Depth to Weeping Water.
NA
Depth to Meliang((blor):
NA
Eat Seeeonat B7gp GV.
NA
t1SGS observation Volt
NA
Date of last Y""mment
NA
Comments:
QQ
PROJECT LOCATION 47 Cove View Drive
4 ; °
South Yarmouth, MA
ASSESSORS MAP C/ / LOT Z0
r c o
l
APPLICANT
Dan Sullivan
174 South Street
South Yarmouth, MA
�\ ) �
QQ
PREPARED BY
A & M Land Services
33 Old Main Street
South Yarmouth, MA 02664
(508) 398-2121 Fax 394-9642
Loc,WS
/
SCALE / ' = 7A
DATE • ,lune 30, 1.999
r,?/,4 13eco-t mamo
LOCUS MAP
I[—aecefily
REV. �8 �g
Gar. 2t- AOO s}rpS 40o4!4i{
47 Cove View Drive
DWG. NO. 9910
A
SHEET 1 OF 1
South Yarmouth, MA
I