HomeMy WebLinkAbout68 Winter Street Title 5 Site PlanLEGEND
-- 99 -- EXISTING CONTOUR
X 99.1 EXIST. SPOT ELEV.
99 PROPOSED CONTOUR
99 PROPOSED SPOT EL.
TH1
TEST HOLE
2> SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
ITE: NOT ALL SYMBOLS MAY APPEAR IN OF
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
*ALL SEWER LINES MUST CONNECT TO
PROPOSED SEPTIC TANK
)G
2" LINE
(TO BE REMOVED)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
ND. EL. 28.8'
27.5
JM 75'10F COVER
I
SYSTEM PROFILE
(NOT TO SCALE)
2" PEASTONE OR GEOTEXTILE
1 FILTER FABRIC OVER STONEI
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADE
2% SLOPE REQUIRED OVER SYSTEM 127.7
BLOCKS OR
PRECAST H -lo NOTE: MIN. WALL THICKNESS 2" PRECAST RISERS
22 4 821'0 (TVP.) 4"OSCH40 PVC MORTAR ALL
INVERT IN 23 91'
..•..•, .pppppppFOR
LEVELNESS
ae.
PIPES LEVEL 1ST 2
10"
TEE
t LIQ.
�: 4'
PROPOSED
1500 GAL H-10
SEPTIC TANK
GAS
LEVEL (ACME OR
14"
TEE
BAFFLE
EQUAL)
LEACHING CHAMBERS BY ACME PRE
CAST OR EQoo
;
4—
SIDES
of
y i
Locus a
(2) UNITS REQUIREDppp°p„p"o1000000r
..•..•, .pppppppFOR
LEVELNESS
ae.
PIPES LEVEL 1ST 2
,pp00000o0000000pppppp0000
n00°00p
ENDS
1 4
H-10 500 GAL
4' MIN.
LEACHING CHAMBERS BY ACME PRE
CAST OR EQoo
COMPONENTS
(TYP')
4—
SIDES
of
y i
Locus a
(2) UNITS REQUIREDppp°p„p"o1000000r
SIDE SETBACK
ALL PRECAST STRUCTURES
°p
oo�o �OC1C7
0Ezq00—
m�0
i o
4.33'
s" MIN. SUMP
939
;oo°p°�°�
oo®0000
00000000000
p°poo
o°�popop
MIN
° 12" MIN. INT. DIM.
o o°o°cp
o�®0000000M
00000000000
LEACHING
17.5' BOTTOM TH-1
"
0. 00 o p
;pCp..D
o 0 0 0 0 0 0
oo®®00000®®
m
0 0 0 0 0 0 0 0 0
EMI m00000
NO GROUNDWATER FOUND
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
24.01'
°°e°°°°°
24.18'
°} °
WATERTEST D'BOX
}
..•..•, .pppppppFOR
LEVELNESS
ae.
LOT SIZE
,pp00000o0000000pppppp0000
n00°00p
DOUBLE WASHED STONE
H-10 500 GAL
4' MIN.
LEACHING CHAMBERS BY ACME PRE
CAST OR EQoo
�'
AROUND
of
y i
Locus a
(2) UNITS REQUIREDppp°p„p"o1000000r
SIDE SETBACK
ALL PRECAST STRUCTURES
MIN.
\
6" CRUSHED STONE OR MECHANICAL
OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'
i o
COMPACTION. (15.221 [2])
land surveyors
939
Main Street ( Rte 6A)
(-L% % SLOPE) (-L-% SLOPE)
(-L-% SLOPE)
MIN
FOUNDATION— 21' SEPTIC TANK 15' D' BOX
12'
LEACHING
17.5' BOTTOM TH-1
FACILITY
NO GROUNDWATER FOUND
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
. 23 7- UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
BOUND/'VrE/Q (•.r_ �nnF
NOTES
1. DATUM IS ASSUMED
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 -1Q
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
'4.7' 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
1_91 • 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
UAL 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' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: AMY VON HONE, RS (YARMOUTH)
DATE: 9/17/14
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
4 ELEV.
1
0" 28.0'
FA
LS
10YR 4/1
B
LS
261OYR 5/8 25.83'
"
C
PERC
MS
W/ POCKETS
OF S1
2.5Y 7/4
126" 17_5'
NO GROUNDWATER ENCOUNTERED
[17H.9 Cc- L Z I U'-�H DD
OCT 2 0 2014
HEALTH DEPT.
DATE DANIEL A. OJALA, P.E., P.L.S.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 132 PARCEL 141.1
ZONING SUMMARY
ZONING DISTRICT: R-40
RESIDENTIAL DISTRICT
ae.
LOT SIZE
40,000 S.F.
MIN.
c
150'
�'
FRONT SETBACK
of
y i
Locus a
I 4,
SIDE SETBACK
I
MIN.
\
20'
i o
land surveyors
939
Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 132 PARCEL 141.1
ZONING SUMMARY
ZONING DISTRICT: R-40
RESIDENTIAL DISTRICT
MIN.
LOT SIZE
40,000 S.F.
MIN.
LOT FRONTAGE
150'
MIN.
FRONT SETBACK
30'
MIN.
SIDE SETBACK
20'
MIN.
REAR SETBACK
20'
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 3 BEDROOM DWELLING
DESIGN FLOW: 3 BEDROOMS O 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
YVCIRK MUST C EGULATIONS
RM TO ALL
BVq�! BYLA ,y
ARMO TH ATE R DEPT DATE
rva(;on COmnlisson
Date:
3.1"NaIuTe: i<�(
TITLE 5 _i
TE PLAN
OF
• • WINITER STREET
YARMOUTH PORT /-X
PREPARED FOR
Mejzmm��A M0
DATE:
SEPTEMBER 22, 2014
Scale:1"=
20'
20 30 40 50 FEET
0 10
off 508-362-4541
fox 508-362-9880
downcope.com
down
cape Lev ineefing, inc,
civil engineers
land surveyors
939
Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
DICE #14-210
14-210 KIMBALLDWG