HomeMy WebLinkAbout13 Park Circle Site Plan45.8' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
PRECAST H-10
RISERS (rm)
2'r
.*
SYSTEM PROFILE
(NOT TO SCALE)
2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADE
1 44.5' MINIMUM .75'OF COVER OVER PRECAST 1 2% SLOPE REQUIRED OVER SYSTEM L40.0 40.D I J,
NOTE: MIN. WALL THICKNESS 2" BLOCKS OR
PRECAST RISERS
4"0SCH40 PVC MORTAR ALL INVERT IN 41.5'
PIPES LEVEL 1ST 2' 2, COMPONENTS 2,_
ENDS O SIDES
10" 1500 GAL H-10 14" ® -
TEE SEPTIC TANK TEE ®®®®® ®®®®® =,"Arn ®E'mmmm
1.87' 0 O'0000e0 6" MIN. SUMP ®
GAS BAFFLE: °+?000 0 " 12" MIN. INT. DIM.®®��®®®®®®
LIQ. LEVEL (ACME OR EQUAL)'; 41.79' 41.62'
WATERTEST D'BOX
;o0e0000a;o,o .._.<:.0:0000^000^0�0o FOR LEVELNESS }
00$`0000°0�'0�0,°,0,°,0�0,°�0°,00000. 10000 0 0 `H-20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL
3/4"-1-1/2" DOUBLE WASHED STONE 2' MIN. (4) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
1 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE 38.00' X 8.83'
L�
COMPACTION. (15.221 [21) 4 m
(2_5 R SLOPE) (_L% % SLOPE) (--L-% SLOPE)
MIN. LEACHING
11 — SEPTIC TANK 8' D' BOX 14
FOUNDATION— ' 35.5' BOTTOM TH-1FACILITY
NO GROUNDWATER FOUND
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
INTERIOR PLUMBING TO BE RE—ROUTED AS NECESSARY
LEGEND-
EGEND99—
99—
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
—[991—
PROPOSED CONTOUR
198.4]
PROPOSED SPOT EL.
TH1
CO
Q O
USE A 330 GPD DESIGN FLOW
TEST HOLE
2>
SLOPE OF GROUND
SEPTIC TANK: 330 GPD (2) = 660
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: AMY VON HONE, RS
DATE: 3/26/15
PERC. RATE _ < 8 MIN/INCH
CLASS I SOILS
4 ELEV.
i
0" 45.5'
A
SL
1OYR 4/2
B
SL
27" 1OYR 6/3 43.3'
C1
SiL
50" 2.5Y 7/2 41.3'
PERC
2
FS
2.5Y 7/6
120" I 135_5'
NO GROUNDWATER ENCOUNTERED
LICE #15-005
4
A)
e
jz
"GROUNDWATER EXPECTED
AT EL 31.0
v
24" OAK \ \ SUPPORT GARAGE AS NECESSARY
/ \ TO PREVENT UNDERMINING
DURING SEP77C INSTALLA77ON
1 \
NOTE.- LOT LINES ARE
\
100'+ FROM ANY V
PROPOSED SEPTIC O'
COMPONENTS O 0 v /
O' troy
9l� \
l
syr
3
1 PROPOSED
ADDITION
44
Q
BENCHMARK
CENTER OF BASIN
EL = 42.74'
I
Scale: 1"= 20'
0 10 20 30 40 50 FEET
3130/li7
DATE
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H -2Q
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.).
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 OIGSAFE (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' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 83 PARCEL 2
SYSTEM DESIGN:
xit 7
GARBAGE DISPOSER IS NOT ALLOWED
=
Route 6
Yormouth
CO
Q O
USE A 330 GPD DESIGN FLOW
Campground
SEPTIC TANK: 330 GPD (2) = 660
2
Locu
Q i i a
2
m
LEACHING:
J
SIDES: 2 (38 + 8.83) 2 (.66) =
124
GPD
v
BOTTOM 38 x 8.83 (.66) =
221
a
�
TOTAL: 522 S.F.
345
s
Barnstable
y-991,�s
CHAMBERS
Municipal
Pooa�o�P/
(ACME OR EQUAL) WITH 2' STONE
Airport
COM4f
£/ectric
Cocheset
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 83 PARCEL 2
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APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
13 PARK CIRCLE
WEST YARMOUTH, MA
PREPARED FOR
LEE ROBERTS
DATE: MARCH 30, 2015
I off 508-362-4541
fax 508-362-9880
downcope.com
down cape engineering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
15-005 ROSERTS.DWG
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS @ 110
GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
J
SIDES: 2 (38 + 8.83) 2 (.66) =
124
GPD
v
BOTTOM 38 x 8.83 (.66) =
221
GPD
TOTAL: 522 S.F.
345
GPD
USE (4) H-20 500 GAL. LEACHING
CHAMBERS
(ACME OR EQUAL) WITH 2' STONE
ALL
AROUND
.;uta: gleaa111 UcparLr.:..t
Pp ,VED
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S.
, MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
13 PARK CIRCLE
WEST YARMOUTH, MA
PREPARED FOR
LEE ROBERTS
DATE: MARCH 30, 2015
I off 508-362-4541
fax 508-362-9880
downcope.com
down cape engineering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
15-005 ROSERTS.DWG