HomeMy WebLinkAbout32.46C3 - Title 5 Site PlanSYSTEM PROFILE: #60A
PROPOSED TOP FNDN. AT EL. 17.5' ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
.� MAG. TAPE ON ALL PLASTIC COMPONENTS FOR FUTURE LOCATION
ACCESS COVER (WATERTIGHT) TO PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE
14.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE /
29 SLOPE REQUIRED OVER SYSTEM 1�`1
4 `I
RUN PIPE LEVEL
13.5'± FOR FIRST 2'
PROPOSED 1500
GALLON SEPTIC 13.01'
13.26`1 TANK (H- 10 ) GAS 6" SUMP
BAFFLE 12.75'2.58'
(MIN. 2 % SLOPE) �_6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2])
DEPTH OF FLOW = 4
TEE SIZES:
INLET DEPTH = 10" (-L7 q, SLOPE)
OUTLET DEPTH = 14"
FOUNDATION- 10' - SEPTIC TANK 26' D' BOX
NOTE: FOOTINGS TO BE MIN. 2' ABOVE
ADJUSTED HIGH GROUNDWATER ELEVATION
PER YARMOUTH REGULATIONS
2" DOUBLE WASHED PEASTONE
OR GEOTEX�ILE FABRIC
12.57' ,
0.67'
3' MAX.
4' AT SIDES
2.5' AT END'_
SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE
3, LEACHING
FACILITY
ADJ. G.W. EL. 6.9'
SYSTEM PROFILE: #60B
PROPOSED TOP FNDN. AT EL. 17.5' NOT TO SCALE)
., ACCESS COVER TO WITHIN 6" OF FIN. GRADE ( MAG. TAPE ON ALL PLASTIC COMPONENTS FOR FUTURE LOCATION
ACCESS COVER (WATERTIGHT) TO PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE
14.1' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE /
9S CI 11DC RC'f1111RF11 11VFR CYCTFM ��
RUN PIPE LEVEL
13.5 t %
FOR FIRST 2'
PROPOSED 1500 jqz
2" DOUBLE WASHED PEASTONE 3' MAX.
GALLON SEPTIC 12 87' OR GEOTEXTI E FABRIC 12.9'
13.1 2' TANK (H- 10 ) GAS 6" SUMP
BAFFLE 12.75' 02.58'
0 12,57' 4' AT SIDES
^(MIN. 27 SLOPE) 6" CRUSHED STONE OR MECHANICAL 0.67' 2.5' AT ENDS
COMPACTION. (15.221 [2]) - �o0 0000
DEPTH OF FLOW = 4'
TEE SIZES:
INLET DEPTH = 10„ SLOPE) (-L-7.' SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE
OUTLET DEPTH = 14"
FOUNDATION- 10' - SEPTIC TANK 12' D' BOX 3' LEACHING
FACILITY
UNITS #60A
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:
SIDES: 2 (10.83 + 38) (.67) (.74) = 41.9 GPD
BOTTOM 10.83 x 38 (.74) = 304.5 GPD
TOTAL: 468 S.F. 346 GPD
USE (8) "QUICK 4" STANDARD INFILTRATORS
WITH 3' STONE AT ENDS AND 4' AT SIDES FOR EACH UNIT
UNITS #6013
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:
SIDES: 2 (10.83 + 38) (.67) (.74) = 41.9 GPD
BOTTOM 10.83 x 38 (.74) = 304.5 GPD
TOTAL: 468 S.F. 346 GPD
USE (8) "QUICK 4" STANDARD INFILTRATORS
WITH 3' STONE AT ENDS AND 4' AT SIDES FOR EACH UNIT
APPROVED
DCE ##06-179
MA
DATE BOARD OF HEALTH
a
TEST HOLE LOGS
ENGIN�C_'Rr DAVID FLAHERTY, R.S.
WITNESS: PHIL RENAUD, YBOH
DATE: OCTOBER 19, 2006
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
0"
(60B)
ELEV.
13.5'
0
3" 13.1'
15
5"
CONTOUR
13.1'
LS
CONTOUR
p /E
1OYR 5/1
12.6'
LS
B
14"
1OYR 5/1
12.3'
B
28"
1OYR 5/8
11.1'
LS
C
35"
1OYR 5/8
10.6'
COVERAGE:
PERC
c
--
MS
-- 6.9'
FERC
1 OYR 7/4
--
----
-- 6.7'
ADJ. G.W.
117"
3.7'
OBS. G.W.
120"
3.5'
OBS.
WELL: LIW-29
ZONE:
B
READING:
8.7 (OCTOBER,
2006)
ADJUSTMENT:
3.0'
(60A)
ELEV.
0" 13.4'
0
3" 13.1'
15
A/E
CONTOUR
- - 15 - -
LS
CONTOUR
10"
1OYR 5/1
12.6'
w
B
OR PROPOSED WATERLINE
c
LS
GASLINE
28"
1OYR 5/8
11.1'
C
20'
30.7'
MS
COVERAGE:
PERC
1OYR 7/4
--
-----
-- 6.9'
ADJ. G.W.
114"
3.9'
OBS. G.W.
144"
1.9'
OBS. WELL: MIW-29
ZONE: B
READING: 8.7 (OCTOBER, 2006)
ADJUSTMENT: 3.0'
ADJ. G.W. EL. 6.9'
LEGEND
15.0
PROPOSED SPOT ELEVATION
15x0
EXISTING
SPOT ELEVATION
15
PROPOSED
CONTOUR
- - 15 - -
EXISTING
CONTOUR
CP
EXISTING
CESSPOOL
w
EXISTING
OR PROPOSED WATERLINE
c
EXISTING
GASLINE
ZONING
ZONE: R-25
REQUIRED
PROPOSED
MIN.
LOT SIZE:
25,000 SQ. FT.
43,563 SQ. FT.
MIN.
FRONTAGE:
150'
191'
MIN.
SETBACKS
FRONT:
30'
160'
SIDE:
15'
15.5'
REAR:
20'
30.7'
MAX.
COVERAGE:
25%
8%±
LOCUS IS WITHIN FEMA FLOOD ZONE "B"
AS SHOWN ON COMMUNITY PANEL #250015 0005 D
DATED JULY 2, 1992
SITE IS NOT IN APD ZONE
PROPOSED NEW CURB CUT
(BY OTHERS)
HIGH POINT IN ROAD
PROPOSED WATER SERVICE (FINAL
PLACEMENT TO BE DETERMINED BY
YARMOUTH WATER DEPT. MUST REMAIN
10' FROM ALL SEPTIC COMPONENTS OR
SLEEVED WITHIN 10')
5' REMOVAL OF UNSUITABLE SOIL
REQUIRED AROUND PERIMETER OF
LEACHING FACILITY, DOWN TO
SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MEDIUM SAND.
1
5' REMOVAL OF UNSUITABLE SOIL
O. REQUIRED AROUND PERIMETER OF
LEACHING FACILITY, DUAN TO
f NYTABLE SOIL LAYER. REPLACE
WI':i CLEAN METdUM SAND.
11/10/c
DATE
Id
SCALE: 1" = 2,000'±
ASSESSORS MAP 32 PARCEL 46
NOTES
1. DATUM IS APPROXIMATE NGVD
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10
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 LINE 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. EXISTING SEPTIC SYSTEM SHALL BE PUMPED AND FILLED WITH
CLEAN SAND OR PUMPED AND REMOVED.
12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED
5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY.
13. PROPOSED DRIVEWAY TO PROPOSED DWELLINGS IS TO BE 10'
FROM ALL SEPTIC COMPONENTS. IF PROPOSED DRIVEWAY IS MADE
WITHIN 10' OF ANY SEPTIC COMPONENTS, THOSE SEPTIC
COMPONENTS MUST BE MADE H-20.
TITLE 5 SITE PLAN
OF
60A & 60B WINSLOW GRAY RD.
-(WEST) YARMOUTH, MA
PREPARED FOR
CAROLE & MURRAY A. PHELPS III
DATE: SEPTEMBER 27, 2006
REVISED DATE: OCTOBER 20, 2006 (TEST HOLES, MOVE DWELLING)
REVISED DATE: NOVEMBER 8, 2006 (TEST HOLE REVISIONS)
REVISED DATE: NOVEMBER 10, 2006 (GARAGE REVISION, REGRADING)
L. S.
Scale: 1 "= 20'
0 10 20 30 40 50 FEET R E C E I V E D
off 508-362-4 4 NOV 1 4 2006
fax 508 362-9 8 .
IBy 8UILDING DEPT.
down cape engineering, i
Ci VIL ENGINE -ERS
LAND SURVEYORS
939 Main Street - YARMOUTHPORT, MASS.
06-179 PHELPS.DWG (DDF)
FILE CLIVI