HomeMy WebLinkAbout59.78 - Site Plan of LandCPA
0 to 20 40
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LOCUS MAP
ASSESSORS MAP 32. PARCEL H25
ZONING DISTRICT: R-25. MINIMUM FRONTAGE - 150'
SETBACKS: FRONT - 30•, SIDE - IS% REAR - 20'
MINIMUM LOT AREA - 25.000 S.F.
FLOOD ZONE C. MAP 250015 005 D. DATED 7/2/92
PART OF LOT FALLS WITHIN THE AQUIFER PROTECTION
OVERLAY DISTRICT.
OWNER OF RECORD:
JOSEPH DUGAS
30 SUNSET LANE
BARNSTABLE. MA 02630
S / TE PLA/\/ O/= LAIV0
22 & 24 HEAD WA TERS DR / VE
T YARMOUTH, "A .
PREPARED FOR
L,1 (3A S
P. O. BOX
271. BAR/VSTABLE. MA 02630
SCAL E : / — 20 • —JA /VUAR Y 27. / 998
E A C (___ E S U S"5i-V DI NO , I NC
923 Route 6A
APPS,-rq"Huthport, MA. 02675
( 508 ) 362-8132
TOWN OF YARMOUTH (508) 432-5333
BOARD OF A PEALS REV I SED : MARCH 30. /998
JOB N0: 98-007 FIELD:CFtf/EEK CALC: SAN/CFW CHECK: CFW ORN: SAH
ACCESS COVERS MUST BE WITHIN
9' MINIMUM,
INVERT .ELEVATIONS:
DES I G( y CR I TER I A
GENERA L NO TES:
6' OF FINISH GRADE
3' MAXIMUM COVER
INVERT AT BUILDING:
96.5
DESIGN FLOW:_
!01.2 FIRST ?' TO
INVERT IN SEPTIC TANK:
96.25
q BEDROOMS AT /l4 G.P.O. PER
!.
THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
BE LEVEL
MIN 2' OF PEASTONE
OUT SEPTIC TANK:
96.0
BEDROOM EQUALS 440 G.P.D.
OF THE SEWAGE DISPOSAL SYSTEM ONLY.INVERT
INVERT IN DIST. BOX:
95.77
4' DIAM rPE
3/4' - 1 1/2' DIA.
NO GARBAGE GRINDER
2.
VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS
o�--
yr 6 ¢u4
2-
v
WASHED STONE
INVERT OUT DIST. BOX:
95.6
SET. SEE SITE PLAN.
_
431
95,5SEPTIC
93.5
INVERT IN LEACH CHAMBER:
95.5
TANK REQUIRED:
3-500 GAL
LEACHING CHAMBERS
BOTTOM OF LEACH CHAMBER:
93.5
440 G.P.D. X 2002 - 880 GAL.
3.
ALL CONSTRUCTION METHODS AND MATERIALS AND
3 OUTLET
D -BOX W/4' STONE AROUND.
12.8 'X 33,5'X 2'
ADJUSTED GROUND WATER:
N/A
SEPTIC TANK PROVIDED: 1500 GAL. MIN,
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
1500 GAL
OBSERVED GROUND WATER:
N/A
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
SEPTIC TANK 6' CRUSHED STONE BASE
SOIL ABSORPTION SYSTEM REQUIRED:
BOARD OF HEALTH REGULATIONS.
DESIGN PERC RATE f5 MIN/INCH
SOIL TEXTURAL CLASS !
4.
ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
PROF I L E: NOT TO SCALE
EFFLUENT LOADING RATE - 0.74 GPD/SF
AREAS SURJECT TO VEHICULAR TRAFFIC OR GREATER
940 GPD / 0.74 GPD/SF - 595 S.F. REQUIRED
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH-
STANDINC H-20 WHEEL LOADS.
PROVIDED: 3-500 GAL LEACHING CHAMBERS
W/4' STONE AROUND. A•6/4 S.F.
5.
ALL SEWER PIPE SHALL BE SCHEDULE 40 OR
9v, 4a
APPROVED EQUAL.
6.
SEPTIC TANK AND D -BOX SHALL BE REINFORCED
PRECAST CONCRETE AND WATERTIGHT.
7,
BEFORE CONSTRUCTION CALL '016 -SAFE'.
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
J9
FOR LOCATION OF UNDERGROUND UTILITIES.
8.
NO DETERMINATION HAS BEEN MADE AS TO
! 1 r !
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS. 1T SHALL REMAIN THE CLIENTS
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL
PERMITS. VARIANCES ETC. FOR THIS PROJECT.
r
!
% � �
9.
IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
/
TO HAVE THE PROPOSED BUILDING FOUNDATION
�•°s ice,+
jl 1 1 j
1 1
//
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
ss.e
I 1
c
AND SOIL CONDITIONS AT THE LOCATION OF THE
99.045
! r 1 1
e�•s rF ry
/
PROPOSED BUILDING.
98=+
CPA
0 to 20 40
N
In
h
h -
M
m N°RSE
D RORD
s
0
ROAD
ISLAND *—ep
SANDY
e
h LOCUS-�'
LOCUS MAP
ASSESSORS MAP 32. PARCEL H25
ZONING DISTRICT: R-25. MINIMUM FRONTAGE - 150'
SETBACKS: FRONT - 30•, SIDE - IS% REAR - 20'
MINIMUM LOT AREA - 25.000 S.F.
FLOOD ZONE C. MAP 250015 005 D. DATED 7/2/92
PART OF LOT FALLS WITHIN THE AQUIFER PROTECTION
OVERLAY DISTRICT.
OWNER OF RECORD:
JOSEPH DUGAS
30 SUNSET LANE
BARNSTABLE. MA 02630
S / TE PLA/\/ O/= LAIV0
22 & 24 HEAD WA TERS DR / VE
T YARMOUTH, "A .
PREPARED FOR
L,1 (3A S
P. O. BOX
271. BAR/VSTABLE. MA 02630
SCAL E : / — 20 • —JA /VUAR Y 27. / 998
E A C (___ E S U S"5i-V DI NO , I NC
923 Route 6A
APPS,-rq"Huthport, MA. 02675
( 508 ) 362-8132
TOWN OF YARMOUTH (508) 432-5333
BOARD OF A PEALS REV I SED : MARCH 30. /998
JOB N0: 98-007 FIELD:CFtf/EEK CALC: SAN/CFW CHECK: CFW ORN: SAH