HomeMy WebLinkAbout330 Route 6A-A11
a �
LEGEND
15- EXISTING CONTOUR %k
EXISTING
+14.12 EXISTING SPOT ELEVATION Fc DECIDUOUS TREE
20 FINISH GRADE CONTOUR
21.1 FINISH GRADE SPOT ELEV.
HCP SYMBOL
vl�) SHRUB O MANHOLE
ZZ HYDRANT
�II
POLE LIGHT CATCH BASIN
�o
1 BELLE OF THE WEST ROAD
MAP 132 PARCEL 2
_ -n/f PAULINE HARDY - - - - - - - -
1 SHORT POST LIGHT m LEACHING GALLEY
SINGLE POST SIGN (WITH COVER TO GRADE) /
CP CESSPOOL (APPROX.) BENCHMARK pi/ MAP 123 O
C-0 UTILITY POLE TH-1//� PARCEL. 21 SOIL TEST 330 MAIN STREET N N
/
PROPOSED GAS METER � / 44,851 SF
w EXISTING WATER MAIN PROPOSED /
EXISTING GAS MAIN LEACH PIT /
E EXISTING BURIED ELECTRIC RIM EL=35.0
AND U.G. FIBER OPTIC CABLE INV. IN=32.0
o EXISTING U.G. OXYGEN PIPING/ 2022' PORE 6
T - EXISTING U.G. TELEPHONE /
NOTE: NOT ALL SYMBOLS APPEAR ON DRAWING /
ELEV. ELE'�V__:;;, ELEV. ELEV.
TEST HOLE LOGS 0++ Q 37.5' o" Q 40.3' (r Q 40.5' o" Q
ENGINEER: DAVID FLAHERTY, R.S. S A S A
C WITNESS: AMY VON HONE, R.S., C.H.O. Ls LS
1OYR 4/2 1OYR 4/2 1OYR 4/2 10YR 4/2
0 DATE: DECEMBER 14, 2006 12" 36.5 11" 39 4• 12" 39.5 12" 0.6'
o a a PERC. RATE _ < 2 MIN/INCH B B B B
J (� Q 1 LS LS LS LS
/4"Qj O'V CLASS SOILS P# 1OYR 5/8 1OYR 5/8 1OYR 5/8
' " 10YR 5/8 ,
35 34.6 42" 36.8' 38" 37.3' 44" 37.9'
qj o
II
C1
f C
MS C C PERC
i \.. 'LIMITED ACCESS"
GUY / /l
WIRE
UY \
WIR
p� / 7.;.>:: >.N / PROPOSED
/ ! ; • :-,l1 LEACH PIT
/ 138\ if RIM RIM ELEV.=37.3
i y NV. I14=34.4
/ LHTi4 / FT -42.25 i:..;• -
/ FF1 2.25
PROPOSED CATCH BASIN �� / 0 y
RIM ELEV. = 39.5
INV. OUT = 328 �\ y .00
/
•s
9 / yENC
2 O
JC q LW
FF -4
TOP OF WALL = 38.0
BOTTOM OF WALL TO /
i
MATCH EXISTING GRADE /
/
11
TYP.)
+ 1 /
10.4•
r
INSTALL 25' OF 40 MIL
r
POLY LINER AS SHOWN
+ �
PER PLAN. TOP
1
ELEVATION = 37.0,
+ 1
BOTTOM = 33.0.
G
1.73.
`
II NG
'
I
2- !
42-
i i
r
/
GUY
GUYn
WIRE'
'
3
U
�-.it /
w 4�' /
1 BELLE OF THE WEST ROAD
MAP 132 PARCEL 2
_ -n/f PAULINE HARDY - - - - - - - -
1 SHORT POST LIGHT m LEACHING GALLEY
SINGLE POST SIGN (WITH COVER TO GRADE) /
CP CESSPOOL (APPROX.) BENCHMARK pi/ MAP 123 O
C-0 UTILITY POLE TH-1//� PARCEL. 21 SOIL TEST 330 MAIN STREET N N
/
PROPOSED GAS METER � / 44,851 SF
w EXISTING WATER MAIN PROPOSED /
EXISTING GAS MAIN LEACH PIT /
E EXISTING BURIED ELECTRIC RIM EL=35.0
AND U.G. FIBER OPTIC CABLE INV. IN=32.0
o EXISTING U.G. OXYGEN PIPING/ 2022' PORE 6
T - EXISTING U.G. TELEPHONE /
NOTE: NOT ALL SYMBOLS APPEAR ON DRAWING /
ELEV. ELE'�V__:;;, ELEV. ELEV.
TEST HOLE LOGS 0++ Q 37.5' o" Q 40.3' (r Q 40.5' o" Q
ENGINEER: DAVID FLAHERTY, R.S. S A S A
C WITNESS: AMY VON HONE, R.S., C.H.O. Ls LS
1OYR 4/2 1OYR 4/2 1OYR 4/2 10YR 4/2
0 DATE: DECEMBER 14, 2006 12" 36.5 11" 39 4• 12" 39.5 12" 0.6'
o a a PERC. RATE _ < 2 MIN/INCH B B B B
J (� Q 1 LS LS LS LS
/4"Qj O'V CLASS SOILS P# 1OYR 5/8 1OYR 5/8 1OYR 5/8
' " 10YR 5/8 ,
35 34.6 42" 36.8' 38" 37.3' 44" 37.9'
qj o
II
C1
f C
MS C C PERC
i \.. 'LIMITED ACCESS"
GUY / /l
WIRE
UY \
WIR
p� / 7.;.>:: >.N / PROPOSED
/ ! ; • :-,l1 LEACH PIT
/ 138\ if RIM RIM ELEV.=37.3
i y NV. I14=34.4
/ LHTi4 / FT -42.25 i:..;• -
/ FF1 2.25
PROPOSED CATCH BASIN �� / 0 y
RIM ELEV. = 39.5
INV. OUT = 328 �\ y .00
/
•s
9 / yENC
2 O
JC q LW
FF -4
TOP OF WALL = 38.0
BOTTOM OF WALL TO /
i
MATCH EXISTING GRADE /
/
11
TYP.)
+ 1 /
10.4•
r
INSTALL 25' OF 40 MIL
r
POLY LINER AS SHOWN
+ �
PER PLAN. TOP
1
ELEVATION = 37.0,
+ 1
BOTTOM = 33.0.
G
1.73.
/
322 MAIN STREET /
MAP 123 PARCEL 20 /
n/f DENISE MACDONALD, TR.
JOHN MACDONALD. TR /
/
V V//
2p;
O>
0
N
ane
IRVIT 1
FF�46 5
i
-PROPOSED-
LEACH PIT
7'.:I 'r RIM ELEV.=38.3
INV. IN=34.7
T / NV. OUT=34.6
3 PROPOSED CATCH BASIN
RIM ELEV_ = 38.9
NV. OUT = 34.9
TA L
6 11
/ o M -o t
0
_
' 20.237 /
A + ISTING
BUILDING t /
PROPOS ! /
-' I-50 APPROX. LOCATION y DU
PROPOSEDI + /
_ iTF� STING SEPTIC' /
gRpRgILL _ SYSM"ER INSP. GREA
RE2ORT _ AP \/l
(1,000,GAL TANK)
� ' r
`G-------
54
-
SED
PARKIN 3 8qY �� / i // EXISTING
y & DWELLING
OOR
PORCH E6.3' 13 1 L 7 /
OVER SLAB EL=47.9' 1 /
DOORSILL
EL=56.3•
poll?,
N
E GSTNd
s KETAL -52- /
STORE E $0 1 /
6 2,121 g 71 / 334 MAIN STREET
CON
7 ; / MAP 123 PARCEL 22
n/f ALBERT PAINO
DOORSILL
EL -56.5' �
RELOCATE UTILITY POLE`� \ rl TO ALLOW 20' TRAVEL WAY
A ku V
\ REMOVE FENCE
Lj
G VfR2 W7 j ss i BENCHMARK:
CENTER CATCH BASIN
?t / ELEVATION: 55.99
Scale: 1"= 20'
0 10 20 30 40 50 FEET
DCE #06-295
PROPOSED WATER
METER VAULT
451' VERIFY
IN FIELD
TOP FNDN. VARIES (42.25
1OYR 6/6
FS FMS FMS
58" 32.7'
C2 2.5Y 7/4 2.5Y 7/4 2.5Y 7/4
PERC FS SOME FILL AT
2.5Y 7/3 HEAD OF HOLE
(OLD FNDN)
120" 27_5" 150"27.8 120" 30_5' 120"
NO GROUNDWATER ENCOUNTERED
SEPTIC PROFILE
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
31.6'
SCALE: 1" = 2,000'± I
LOCUS MAP
YARMOUTH ASSESSOR'S MAP 123 PCL. 21
LOCUS IS IN F.E.M.A. ZONE C
LOT AREA: 44,851 SF OR 1.03 ACRES
REFERENCES
REFERENCE: DB 18199 PG 12
YARMOUTH ASSESSOR'S MAP 123 PCL. 21
OWNER OF RECORD
CHARLES & PENNY SULLIVAN
674 SETUCKET ROAD
SOUTH DENNIS, MA 02660
DB 18199 PG 12
ACCESS COVER (WATERTIGHT) TO ACCESS COVERS TO WITHIN 3" OF FIN. GRADE ADDRESS: #330 MAIN STREET, YARMOUTHPORT, MA 02675
51 MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE / ^^
_ 22 SI.OPF RFOUIRFn nVFR GVC1l TC _
UNIT 1=40.7'
UNIT 2=39.9'
UNIT 3=38.7' PROPOSE
UNIT 4=38.0'3,000
UNIT #5=38.4' 37.52'H2O USEIEPTIC
-11 akFFLE 36.65'
CRUSHED STONE OR MECHANICAL
IPACTION. (15.221 [2])
EXISTING TANK 140' (2_5% SLOPE)
UNIT #1=129' (2_5 X SLOPE) ( 1 z SLOPE)
UNIT #2=97' (2_5 z SLOPE)
FOUNDATION- UNIT #3=47' (2-5z SLOPE) - SEPTIC TANK 38' D' BOX
UNIT #4=19' (2_52 SLOPE)
UNIT #5=34' (2.5.2 SLOPE)
DEPTH OF FLOW = 4'
TEE SIZES:
INLET DEPTH - 10"
OUTLET DEPTH - 14"
PARKING CALCULATIONS:
REQUIRED:
DWELLING UNITS
5 UNITS (2 SPACES/UNIT)= 10 SPACES
RETAIL
2,121 SF (1/210 SF) = 11 SPACES
PROVIDED:
DWELLING UNITS = 10 SPACES
RETAIL = 12 SPACES
RUN PIPE LEVEL 2' DOUBLE WASHED PEAS70NE
FOR FIRST 2'
u
3/4" TO 1 1/2" DOUBLE WA:+HED STONE
( z SLOPE)
24'MAX. LEACHING
FACILITY
NOTES
1. DATUM IS APPROXIMATE NGVD
2. MUNICIPAL WATER IS EXISTING & AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-20
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT UNE STAKING OR ANY OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE
(1-888-344-7233) AND VERIFYING THE LOCATION OF ALL
UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT
OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED
5' BELOW AND AROUND THE LEACHING FACILITY.
12. SEPTIC TANK SHALL BE DUAL COMPARTMENT WITH 2000
GALLONS IN THE PRIMARY COMPARTMENT AND 1000 GALLONS IN
THE SECONDARY COMPARTMENT.
"OFiigS`�9 OF'NAS9
s
U O EL o `. �o'� DAMELA..
fOJALA rn CML w
Na
(z/oma �z:4 v
DATE DANIEL A. OJALA PLS, PE
PERMIT SET
NOT FOR CONSTRUCTION
3' MAX.
SEPTIC DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 5 BEDROOMS 0 110 GPD = 550 GPD
FIRST FLOOR:
2,121 SF SUPERMARKET 0 97GPD/1,000 SF= 233 GPD
BASEMENT:
208 SF SUPERMARKET ® 97GPD/1,000 SF= 21 GPD
1,381 SF RETAIL STORAGE ® 50GPD/1,000 SF= 70 GPD
USE A 874 GPD DESIGN FLOW
SEPTIC TANK:874 GPD (2) = 1,748
6.56 USE A 3,000 GAL. 2 COMPARTMENT SEPTIC TANK
LEACHING:
SIDES: 2_(16.5+53.0) 2 (.74) = 277.9 GPD
BOTTOM 16.5X53.0 (.74) = 647.1 GPD
BOTTOM TH-1 EL. 27.5'
TOTAL: 874.5 S.F. 925 GPD
USE (6) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 2' STONE AT ENDS AND 4' AT SIDES
APPROVED
MA
DATE BOARD OF HEALTH
SEPTIC & UTILITIES
SITE PLAN
SULLIVAN VILLAGE STORE_
330 MAIN STREET
YARMOUTHPORT. MA
PREPARED FOR
CHARLES SULLIVAN
SCALE: 1 " = 20'
DATE: JANUARY 17, 2007
REVISED: 1-29-07 MOVED RETAINING WALL)
REVISED: 2-12-07 PER SPR COMMENTS)
o 508=362-4541
fox
fax 508 362-9880
down cape engineering, inc.
f� Cl U/L ENGINEERS
YLAND SURVEYORS
939 Main Street - YARMOUTHPORT, MASS.
PAGE: 3 OF 4
D6-295 SITE.DWG (ARG)
i
u1
/
WATER
TYP.)
+ 1 /
r
r
+ �
1
+ 1
81.'3 r
G
1.73.
`
II NG
'
I
2- !
42-
i i
r
/
GUY
GUYn
WIRE'
'
3
U
�-.it /
w 4�' /
�; /
_44
`/
i
-PROPOSED-
LEACH PIT
7'.:I 'r RIM ELEV.=38.3
INV. IN=34.7
T / NV. OUT=34.6
3 PROPOSED CATCH BASIN
RIM ELEV_ = 38.9
NV. OUT = 34.9
TA L
6 11
/ o M -o t
0
_
' 20.237 /
A + ISTING
BUILDING t /
PROPOS ! /
-' I-50 APPROX. LOCATION y DU
PROPOSEDI + /
_ iTF� STING SEPTIC' /
gRpRgILL _ SYSM"ER INSP. GREA
RE2ORT _ AP \/l
(1,000,GAL TANK)
� ' r
`G-------
54
-
SED
PARKIN 3 8qY �� / i // EXISTING
y & DWELLING
OOR
PORCH E6.3' 13 1 L 7 /
OVER SLAB EL=47.9' 1 /
DOORSILL
EL=56.3•
poll?,
N
E GSTNd
s KETAL -52- /
STORE E $0 1 /
6 2,121 g 71 / 334 MAIN STREET
CON
7 ; / MAP 123 PARCEL 22
n/f ALBERT PAINO
DOORSILL
EL -56.5' �
RELOCATE UTILITY POLE`� \ rl TO ALLOW 20' TRAVEL WAY
A ku V
\ REMOVE FENCE
Lj
G VfR2 W7 j ss i BENCHMARK:
CENTER CATCH BASIN
?t / ELEVATION: 55.99
Scale: 1"= 20'
0 10 20 30 40 50 FEET
DCE #06-295
PROPOSED WATER
METER VAULT
451' VERIFY
IN FIELD
TOP FNDN. VARIES (42.25
1OYR 6/6
FS FMS FMS
58" 32.7'
C2 2.5Y 7/4 2.5Y 7/4 2.5Y 7/4
PERC FS SOME FILL AT
2.5Y 7/3 HEAD OF HOLE
(OLD FNDN)
120" 27_5" 150"27.8 120" 30_5' 120"
NO GROUNDWATER ENCOUNTERED
SEPTIC PROFILE
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
31.6'
SCALE: 1" = 2,000'± I
LOCUS MAP
YARMOUTH ASSESSOR'S MAP 123 PCL. 21
LOCUS IS IN F.E.M.A. ZONE C
LOT AREA: 44,851 SF OR 1.03 ACRES
REFERENCES
REFERENCE: DB 18199 PG 12
YARMOUTH ASSESSOR'S MAP 123 PCL. 21
OWNER OF RECORD
CHARLES & PENNY SULLIVAN
674 SETUCKET ROAD
SOUTH DENNIS, MA 02660
DB 18199 PG 12
ACCESS COVER (WATERTIGHT) TO ACCESS COVERS TO WITHIN 3" OF FIN. GRADE ADDRESS: #330 MAIN STREET, YARMOUTHPORT, MA 02675
51 MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE / ^^
_ 22 SI.OPF RFOUIRFn nVFR GVC1l TC _
UNIT 1=40.7'
UNIT 2=39.9'
UNIT 3=38.7' PROPOSE
UNIT 4=38.0'3,000
UNIT #5=38.4' 37.52'H2O USEIEPTIC
-11 akFFLE 36.65'
CRUSHED STONE OR MECHANICAL
IPACTION. (15.221 [2])
EXISTING TANK 140' (2_5% SLOPE)
UNIT #1=129' (2_5 X SLOPE) ( 1 z SLOPE)
UNIT #2=97' (2_5 z SLOPE)
FOUNDATION- UNIT #3=47' (2-5z SLOPE) - SEPTIC TANK 38' D' BOX
UNIT #4=19' (2_52 SLOPE)
UNIT #5=34' (2.5.2 SLOPE)
DEPTH OF FLOW = 4'
TEE SIZES:
INLET DEPTH - 10"
OUTLET DEPTH - 14"
PARKING CALCULATIONS:
REQUIRED:
DWELLING UNITS
5 UNITS (2 SPACES/UNIT)= 10 SPACES
RETAIL
2,121 SF (1/210 SF) = 11 SPACES
PROVIDED:
DWELLING UNITS = 10 SPACES
RETAIL = 12 SPACES
RUN PIPE LEVEL 2' DOUBLE WASHED PEAS70NE
FOR FIRST 2'
u
3/4" TO 1 1/2" DOUBLE WA:+HED STONE
( z SLOPE)
24'MAX. LEACHING
FACILITY
NOTES
1. DATUM IS APPROXIMATE NGVD
2. MUNICIPAL WATER IS EXISTING & AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-20
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT UNE STAKING OR ANY OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE
(1-888-344-7233) AND VERIFYING THE LOCATION OF ALL
UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT
OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED
5' BELOW AND AROUND THE LEACHING FACILITY.
12. SEPTIC TANK SHALL BE DUAL COMPARTMENT WITH 2000
GALLONS IN THE PRIMARY COMPARTMENT AND 1000 GALLONS IN
THE SECONDARY COMPARTMENT.
"OFiigS`�9 OF'NAS9
s
U O EL o `. �o'� DAMELA..
fOJALA rn CML w
Na
(z/oma �z:4 v
DATE DANIEL A. OJALA PLS, PE
PERMIT SET
NOT FOR CONSTRUCTION
3' MAX.
SEPTIC DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 5 BEDROOMS 0 110 GPD = 550 GPD
FIRST FLOOR:
2,121 SF SUPERMARKET 0 97GPD/1,000 SF= 233 GPD
BASEMENT:
208 SF SUPERMARKET ® 97GPD/1,000 SF= 21 GPD
1,381 SF RETAIL STORAGE ® 50GPD/1,000 SF= 70 GPD
USE A 874 GPD DESIGN FLOW
SEPTIC TANK:874 GPD (2) = 1,748
6.56 USE A 3,000 GAL. 2 COMPARTMENT SEPTIC TANK
LEACHING:
SIDES: 2_(16.5+53.0) 2 (.74) = 277.9 GPD
BOTTOM 16.5X53.0 (.74) = 647.1 GPD
BOTTOM TH-1 EL. 27.5'
TOTAL: 874.5 S.F. 925 GPD
USE (6) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 2' STONE AT ENDS AND 4' AT SIDES
APPROVED
MA
DATE BOARD OF HEALTH
SEPTIC & UTILITIES
SITE PLAN
SULLIVAN VILLAGE STORE_
330 MAIN STREET
YARMOUTHPORT. MA
PREPARED FOR
CHARLES SULLIVAN
SCALE: 1 " = 20'
DATE: JANUARY 17, 2007
REVISED: 1-29-07 MOVED RETAINING WALL)
REVISED: 2-12-07 PER SPR COMMENTS)
o 508=362-4541
fox
fax 508 362-9880
down cape engineering, inc.
f� Cl U/L ENGINEERS
YLAND SURVEYORS
939 Main Street - YARMOUTHPORT, MASS.
PAGE: 3 OF 4
D6-295 SITE.DWG (ARG)
6 11
/ o M -o t
0
_
' 20.237 /
A + ISTING
BUILDING t /
PROPOS ! /
-' I-50 APPROX. LOCATION y DU
PROPOSEDI + /
_ iTF� STING SEPTIC' /
gRpRgILL _ SYSM"ER INSP. GREA
RE2ORT _ AP \/l
(1,000,GAL TANK)
� ' r
`G-------
54
-
SED
PARKIN 3 8qY �� / i // EXISTING
y & DWELLING
OOR
PORCH E6.3' 13 1 L 7 /
OVER SLAB EL=47.9' 1 /
DOORSILL
EL=56.3•
poll?,
N
E GSTNd
s KETAL -52- /
STORE E $0 1 /
6 2,121 g 71 / 334 MAIN STREET
CON
7 ; / MAP 123 PARCEL 22
n/f ALBERT PAINO
DOORSILL
EL -56.5' �
RELOCATE UTILITY POLE`� \ rl TO ALLOW 20' TRAVEL WAY
A ku V
\ REMOVE FENCE
Lj
G VfR2 W7 j ss i BENCHMARK:
CENTER CATCH BASIN
?t / ELEVATION: 55.99
Scale: 1"= 20'
0 10 20 30 40 50 FEET
DCE #06-295
PROPOSED WATER
METER VAULT
451' VERIFY
IN FIELD
TOP FNDN. VARIES (42.25
1OYR 6/6
FS FMS FMS
58" 32.7'
C2 2.5Y 7/4 2.5Y 7/4 2.5Y 7/4
PERC FS SOME FILL AT
2.5Y 7/3 HEAD OF HOLE
(OLD FNDN)
120" 27_5" 150"27.8 120" 30_5' 120"
NO GROUNDWATER ENCOUNTERED
SEPTIC PROFILE
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
31.6'
SCALE: 1" = 2,000'± I
LOCUS MAP
YARMOUTH ASSESSOR'S MAP 123 PCL. 21
LOCUS IS IN F.E.M.A. ZONE C
LOT AREA: 44,851 SF OR 1.03 ACRES
REFERENCES
REFERENCE: DB 18199 PG 12
YARMOUTH ASSESSOR'S MAP 123 PCL. 21
OWNER OF RECORD
CHARLES & PENNY SULLIVAN
674 SETUCKET ROAD
SOUTH DENNIS, MA 02660
DB 18199 PG 12
ACCESS COVER (WATERTIGHT) TO ACCESS COVERS TO WITHIN 3" OF FIN. GRADE ADDRESS: #330 MAIN STREET, YARMOUTHPORT, MA 02675
51 MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE / ^^
_ 22 SI.OPF RFOUIRFn nVFR GVC1l TC _
UNIT 1=40.7'
UNIT 2=39.9'
UNIT 3=38.7' PROPOSE
UNIT 4=38.0'3,000
UNIT #5=38.4' 37.52'H2O USEIEPTIC
-11 akFFLE 36.65'
CRUSHED STONE OR MECHANICAL
IPACTION. (15.221 [2])
EXISTING TANK 140' (2_5% SLOPE)
UNIT #1=129' (2_5 X SLOPE) ( 1 z SLOPE)
UNIT #2=97' (2_5 z SLOPE)
FOUNDATION- UNIT #3=47' (2-5z SLOPE) - SEPTIC TANK 38' D' BOX
UNIT #4=19' (2_52 SLOPE)
UNIT #5=34' (2.5.2 SLOPE)
DEPTH OF FLOW = 4'
TEE SIZES:
INLET DEPTH - 10"
OUTLET DEPTH - 14"
PARKING CALCULATIONS:
REQUIRED:
DWELLING UNITS
5 UNITS (2 SPACES/UNIT)= 10 SPACES
RETAIL
2,121 SF (1/210 SF) = 11 SPACES
PROVIDED:
DWELLING UNITS = 10 SPACES
RETAIL = 12 SPACES
RUN PIPE LEVEL 2' DOUBLE WASHED PEAS70NE
FOR FIRST 2'
u
3/4" TO 1 1/2" DOUBLE WA:+HED STONE
( z SLOPE)
24'MAX. LEACHING
FACILITY
NOTES
1. DATUM IS APPROXIMATE NGVD
2. MUNICIPAL WATER IS EXISTING & AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-20
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT UNE STAKING OR ANY OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE
(1-888-344-7233) AND VERIFYING THE LOCATION OF ALL
UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT
OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED
5' BELOW AND AROUND THE LEACHING FACILITY.
12. SEPTIC TANK SHALL BE DUAL COMPARTMENT WITH 2000
GALLONS IN THE PRIMARY COMPARTMENT AND 1000 GALLONS IN
THE SECONDARY COMPARTMENT.
"OFiigS`�9 OF'NAS9
s
U O EL o `. �o'� DAMELA..
fOJALA rn CML w
Na
(z/oma �z:4 v
DATE DANIEL A. OJALA PLS, PE
PERMIT SET
NOT FOR CONSTRUCTION
3' MAX.
SEPTIC DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 5 BEDROOMS 0 110 GPD = 550 GPD
FIRST FLOOR:
2,121 SF SUPERMARKET 0 97GPD/1,000 SF= 233 GPD
BASEMENT:
208 SF SUPERMARKET ® 97GPD/1,000 SF= 21 GPD
1,381 SF RETAIL STORAGE ® 50GPD/1,000 SF= 70 GPD
USE A 874 GPD DESIGN FLOW
SEPTIC TANK:874 GPD (2) = 1,748
6.56 USE A 3,000 GAL. 2 COMPARTMENT SEPTIC TANK
LEACHING:
SIDES: 2_(16.5+53.0) 2 (.74) = 277.9 GPD
BOTTOM 16.5X53.0 (.74) = 647.1 GPD
BOTTOM TH-1 EL. 27.5'
TOTAL: 874.5 S.F. 925 GPD
USE (6) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 2' STONE AT ENDS AND 4' AT SIDES
APPROVED
MA
DATE BOARD OF HEALTH
SEPTIC & UTILITIES
SITE PLAN
SULLIVAN VILLAGE STORE_
330 MAIN STREET
YARMOUTHPORT. MA
PREPARED FOR
CHARLES SULLIVAN
SCALE: 1 " = 20'
DATE: JANUARY 17, 2007
REVISED: 1-29-07 MOVED RETAINING WALL)
REVISED: 2-12-07 PER SPR COMMENTS)
o 508=362-4541
fox
fax 508 362-9880
down cape engineering, inc.
f� Cl U/L ENGINEERS
YLAND SURVEYORS
939 Main Street - YARMOUTHPORT, MASS.
PAGE: 3 OF 4
D6-295 SITE.DWG (ARG)