HomeMy WebLinkAboutEngineer PlanZONING CLASS. — ZONE 0-25
FRONT YARD SETBACK: 30'. 39.4' PROVIDED
SIDE SETBACK: 15'. 16'(min) PROVIDED
REAR SETBACK: 20'. 44.2' PROVIDED
FRONTAGE: 150', 100.5' PROVIDED (pre—exist)
BUILDING COVERAGE: 25%
SF(proposed dwelling) - 1.684 SF
1,684 SF/ 12.382 SF - 13.6X (prop. coverage)
MAX. BUILDING HEIGHT: 35'
WIND ZONE CATEGORY: 110 MPH
( IN FEET )
1 inch - 20 ft.
LEGEND
--�'
®
PROPOSED CORMUR
PROPOSED SPOT CRADE
-- 98 -- EXISTING CONTOUR
+ 96.52
EXISTM SPOT GRADE
---►M-
PROP. WATER SERVICE
--G-
PROP. CAS SERVICE
B
TEST PIT
WEST YARMOUTH
I
ys`
LOCUS
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261 NORTH RD
O
ROU jF 2-8
LOCUS MAP
LOCUS INFORMATION
PARCEL ID: MAP 030 PAR. 177
TITLE REF: 34445/288
PLAN REF: 116/047
PROPERTY IS NOT IN ZONE It
FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE
PROPOSED SITE &
SEPTIC SYSTEM PLAN
LOCATED AT:
26 NORTH i ROAD
WEST YARMOUTH, MA
PREPARED FOR
RePURPOSE
PROPERTIES
AUGUST 4. 2023
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EDWARD�cy�s Q�+�* D RR
STONE I
No.28980 L ! �b•T1
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73
MEYER & SONS, INC.
P.O. BOX 981
EAST SANDWICH,' MA. 02537
PH: (508)360-3311
FAX: (774)413-9468
meyerandsonstitle50gmail.Com
RECEIVED
JAN G3 2024
HEALTH DEPT.
Yarmouth
N;
i Department
VED
Date
PROPOSED
FOUNDATION:
(Elevation)
= 101.50-
F
INV: 98.00
F.G.EL: 100.5
1
NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS
BRING ALL COVERS TO WITHIN 3' OF FINISH GRADE
F.G.EL: 100.30
TEE'S ARE TO BE
4" SCH 40 PVC
F.G. EL: 100.0 ---\
FINISHED GRADE (100.0)
MAINTAIN 2% MIN 'SLOPE OVER LEACHING AREA
2' OF 3/8' DOUBLE WASHED
STONE OR FILTER FABRIC
4" SCH 40 PVC
14 'A 1°L @ S= 1 % (MIOF.
INV. 97.0 2' DEPTH
INV. 97.25 INV. 96.80
GAS PROPOSED DB-3
BAFFLE DISTRIBUTION BOX
(H20) INV. ELEV.= 96.0
INV: 97.50 PROP. 1,500 GALLON SEPTIC TANK
GAS BAFFLE TO BE INSTALLED ON
OUTLET TEE AS MANUFACTURED BY
TUF-TITE, ZABEL, OR EQUAL
NOTES:
1) CONTRACTOR SHALL VERIFY ALL EXISTING
PIPE INVERTS PRIOR TO CONSTRUCTION
2) TANK AND D-BOX SHALL BE SET LEVEL AND TRUE TO
GRADE ON A MECHANICALLY COMPACTED SIX
INCH CRUSHED STONE BASE, AS SPECIFIED IN
310 CMR 15.221(2)
3) INSTALL INLET do OUTLET TEES W/
GAS BAFFLE AS REQUIRED
SOIL LOGS
DATE: NOVEMBER 2, 2016
SOIL EVALUATOR: DARREN MEYER, IRS, CSE 1614
WITNESS: P. RENAUD, YARMOUTH HEALTH
oer.
TP-1
Depth
99.90
A
0"
Y
SAN
LOAM
99.08
OYR 40
10'
B LOAMY SAND
96.65
10YR 6/8
39'
C
PERc TEST
MEDIUM
SAND
2.5Y 6/4
O EL. 95M
88.07
J 142'
Elev.
TP-2
Depth
100.0
A
0"
LOAMY
99.33
i4D
8"
B LOAMY SAND
96.91
10YR 6/6
37"
C
MEDIUM
SAND
2.5Y 6/4
88.00
144'
PERC RATE <2 MIN/IN. ('C' HORIZON)
NO GROUNDWATER OBSERVED
4'
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2 X 8.5'
3/4' - 1-1/2"
DOUBLE WASHED
4'
I / EFFECTIVE LENGTH = 25' I
TOP CONC. ELEV.= 97.0
INV. ELEV.= 96.0
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BREAKOUT
ELEV.= 97.0
BOTTOM EL.= 94.0 3.75' 5 FT. :�:3.75'
SEPARATION 6.00 FT. EFFECTIVE WIDTH = 12.5'
SEPTIC SYSTEM PROFILE BOTTOM OF TESTHOLE EL: 88.0 _ SOIL ABSORPTION SYSTEM (SECTION)
(500 GALLON LEACH CHAMBER)
DESIGN CRITERIA
NUMBER OF BEDROOMS: PROPOSED 3 BEDROOM DESIGN
SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF)
DESIGN PERCOLATION RATE <2 MIN/IN
DAILY FLOW: 110 G.P.D. X 3 BR - 330 G.P.D.
GARBAGE GRINDER: NO (not designed for garbage grinder)
SEPTIC TANK: 330 gpd x 200% - 660 gpd, USE PROPOSED 1,500 GAL SEPTIC TANK
av MISs LEACHING AREA REQUIRED: (330)/0.74 - 445.94 S.F.
DSLRENG� USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4'
STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D
1140 BOTTOM AREA: 25 x 12.5 - 312.5 SF
.C/STES SIDE AREA: (25 + 12.5) X 2 X 2 - 150 SF
S4klTA0 TOTAL SQUARE FEET PROVIDED - 462 vs. 445.94 REQ'0
DESIGN FLOW PROVIDED: 0.74(462 S.F.) - 342.25 G.P.D. vs. 330 G.P.D. req'd
PROPOSED SITE AND SEPTIC SYSTEM PLAN
26 NORTH ROAD, WEST YARMOUTH, MA
Prepared for: RePurpose Properties
Design and Site Plan by: SCALE AWN DATE
MEYER A SONS, INC. N.T.S. DMM 08/04/23
PO Box981 REV DATE CHECKED SHEET NO.
EAST SANDWICH, MA 02537
aoa.3ss.2922 DMM 2 of 2