HomeMy WebLinkAboutSite Plan-99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT. ELEV.
-[99}--
PROPOSED CONTOUR
(98.4)
PROPOSED SPOT EL.
T11
ASSESSORS MAP 94 PARCEL 13.42
TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
TEST HOLE'
it 2��
SLOPE OE GROUND
�P
UTILITY POLE
2' CAST IRON COVERS TO GRADE OR CONCRETE
2" PEASiONE OR GEOTEXIILE
ARE HYDRANT
NpIE NOf NL SMBU3 MAY APPEAR a WMMNM
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC. SYSTEM
SYSTEM DESIGN:
GARBAGE DISPOSER iS NOT ALLOWED
PROPOSED 4 BEDROOM DWELLING
DESIGN FLOW: 4 BEDROOMS ® 110 GPD =.440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440. GPD (2) = 880
USE A 1500 GAL. SEPTIC. TANK
LEACHING:
SIDES: 233 74=17
BOTTOM 33.5 x 12.83 (,74) = 318 GPD
TOTAL: 615 S.F. 455 GPD
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4'STONE ALL AROUND
MA
APPROVED DATE BOARD OF HEALTH
3/6" - 11/['
DDLELE WASHED STONE
2' MIN. ARGI PIT
6 V ORDER PN
AREA DRAIN SEOTIM
NOT To SCALE
TEST HOLE LOGS
ENGINEER: DANIEL. E. GONSALVES. SE #13587
WITNESS: MALLORY LANGLER
DATE: 3-26-2021
PERC. RATE _ < 2 MIN/INCH
CLASS SOILS
�-I ELEV. ELEV..
0" 55 011 54
10. [LS LS
10YR 3/212 , 10YR 3/2
B B
LS LS
18" 10YR 5/6 53.5' 22" 10YR 5/6 52.2'
c c
PERC
MS MS
2.5Y 7/4 2.5Y 7/4
126" 44.5' 126" 43.5'
NO .GROUNDWATER ENCOUNTERED
`CE #20-416
L
LOCUS IL+CUS MAI -
A>IUSrluc el➢cRSM-zo MSER
SYSTEM
PROFILE ALL SYSTEM COMPONENTS
TAPEH O BE
MdllM .LLL ODYPSIENR
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
GYP.)
ASSESSORS MAP 94 PARCEL 13.42
TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
MIM PEASTONE
PROVIDE MIN. 20' DIM. WATERTIGHT
(NOT
AND WWI 1�
ACCESS COVERS TD WITHIN B" OF FIN, GRADE
2' CAST IRON COVERS TO GRADE OR CONCRETE
2" PEASiONE OR GEOTEXIILE
FABRIC OYER $IONEIXS
OYER
5--e x 80
ZONING DISTRICT: R-40 DISTRICT
HID
o 0
59.0' MINIMUM .75' OF COVER OVER PRECAST
Wb DAL
ovv e'
PRECAST H-10
HPI
tO
910REY OR MAL
veep oga
I
3/6" - 11/['
DDLELE WASHED STONE
2' MIN. ARGI PIT
6 V ORDER PN
AREA DRAIN SEOTIM
NOT To SCALE
TEST HOLE LOGS
ENGINEER: DANIEL. E. GONSALVES. SE #13587
WITNESS: MALLORY LANGLER
DATE: 3-26-2021
PERC. RATE _ < 2 MIN/INCH
CLASS SOILS
�-I ELEV. ELEV..
0" 55 011 54
10. [LS LS
10YR 3/212 , 10YR 3/2
B B
LS LS
18" 10YR 5/6 53.5' 22" 10YR 5/6 52.2'
c c
PERC
MS MS
2.5Y 7/4 2.5Y 7/4
126" 44.5' 126" 43.5'
NO .GROUNDWATER ENCOUNTERED
`CE #20-416
( 2_5R SLOPE) (-!-% SLOPE) (-L-% SLOPE) NOSGROUNDWATER FOUND
H-20 LEACHING
FOUNDATION- 25' - SEPTIC TANK - 26' D' BOX 14' - FACILITY
TH
NOTES
1. DATUM IS NAVD 98
2 MUNICIPAL WATER IS NOT AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BEAASHO 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 CAWNG
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTUTIES
L
LOCUS IL+CUS MAI -
4" SCH40 VENT WITH
SYSTEM
PROFILE ALL SYSTEM COMPONENTS
TAPEH O BE
AS
CHARCOAL FILLAN
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
TERR
EW
ASSESSORS MAP 94 PARCEL 13.42
TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
PITCH BACK TO SAS,
PROVIDE MIN. 20' DIM. WATERTIGHT
(NOT
NO LOW POINTS.
ACCESS COVERS TD WITHIN B" OF FIN, GRADE
2' CAST IRON COVERS TO GRADE OR CONCRETE
2" PEASiONE OR GEOTEXIILE
COVERS TO WITHIN6" GRADE, COORDINATE W/ OWNER
ZONING DISTRICT: R-40 DISTRICT
FUER FABRIC OVER STONE
MIN. LOT SIZE 40,000 S.F.
59.0' MINIMUM .75' OF COVER OVER PRECAST
2f. SLOPE REOUIRED OVER SYSTEM 59.0
PRECAST H-10
BLOCKS OR
MIN. SIDE SETBACK 20'
REM OYPJ
Ye '
I suMP
PRECAST RISERS
4"06CH4D PVC MORTAR ALL H-20
MIN,
• -: t1" YIN. INT. MN
PIPES LEVEL ISE 2' COMPONENTS
4' r (ryp) INV'S EL. 0 4'
MAX. BUILDING 35'
ENDS SIDES
56.0'
TsoD ru 55.55 --
TEE SEPTIC TANK M1 WATERIEST D'80X
M IEVE1.
num ,M
NE qt EOIIK cAs euTLE ::
FOR LEVELNESS H
n o o 1
" ^
H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN.
ALL AROUND PRECAST STRUCTURES (3) UN115 REQUIRED
r CRUSHED STONE OR MECHANICAL
OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83'
COMPACTION. (15.221 [2j)
1n
( 2_5R SLOPE) (-!-% SLOPE) (-L-% SLOPE) NOSGROUNDWATER FOUND
H-20 LEACHING
FOUNDATION- 25' - SEPTIC TANK - 26' D' BOX 14' - FACILITY
TH
NOTES
1. DATUM IS NAVD 98
2 MUNICIPAL WATER IS NOT AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BEAASHO 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 CAWNG
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTUTIES
L
LOCUS IL+CUS MAI -
PRIOR TO COMMENCEMENT OF WORK.
SCALE 1"=2000'±
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED BENEATH AND 5' AROUND THE PROPOSED -
ASSESSORS MAP 94 PARCEL 13.42
LEACHING FACILITY.
12 NO ABUTTING SEPTIC SYSTEMS LOCATED WITHIN 150'
OF PROPOSED WELL NO ABUTTING WELLS LOCATED WITHIN
150' OF PROPOSED SEPTIC SYSTEM.
ZONING SUMMARY
ZONING DISTRICT: R-40 DISTRICT
MIN. LOT SIZE 40,000 S.F.
MIN. LOT FRONTAGE 150'
MIN. FRONT SETBACK 30'
MIN. SIDE SETBACK 20'
MIN. REAR SETBACK 20'
MAX. BUILDING COVERAGE 2594 '
MAX. BUILDING 35'
.HEIGHT
SITE IS LOCATED WITHIN THE AQUIFER
PROTECTION OVERLAY DISTRICT,
Scale: l"= 20•
0. 10 20 30 40 50 FEET
AUG 0 3 2021
HEALTH DEPT.
SITE PLAN
OF
#78 OLD HYANNIS ROAD
YARMOUTHPORT, MA
PREPARED FOR
SANDEEP SADHU
DATE: MARCH 29, 2021
REV.: JUNE 15, 2021 (NOTES, WATERLINE)
.bMha� ..maw
No, 40980Na 465 465 AA
02Q. off 50181-3662_9880
URN
pOFFRS\O? o�eO pe°�"' ( TUx .50-32-9880
<yNO SEµOp S/ONAL EMI dOWTICOpe.cOR1
we cape engineering, int.
civil engineers
% Jor)d surveyors
DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A)
YARMOU77-IPORT MA 02675