HomeMy WebLinkAboutDecision 3964 - Site PlanZONING BYLAW WAIVERS REQUIRED
40B COMPREHENSIVE PERMIT
1. BUILDING #1- 7' TO 20' PROPERTY LINE SETBACK FOR BULKHEAD, S.203.5A
2. BUILDING #2- 8' TO 30' PROPERTY LINE SETBACK FOR DECK, S.203.5A
3. WAIVER OF 6' FOR 20' BUFFER FOR 8 CAR PARKING AREA TO STREET LINE, 5.301.4.4
4. WAIVER OF 21,476 s.f. TO .40,000 9.f. LOT SIZE REQUIREMENT (ACTUAL LOT SIZE- 36,243 s.f.
EFFECTIVE AREA FOR RESIDENTIAL USE 18,524 s.f. S.203.5.0
5. WAIVER OF 73' TO 100' SETBACK TO RESIDENTIAL SINGLE FAMILY DWELLING, S.402.6.7
TEST HOLE LOG
TEST BY CHRIS WICKSON, S.E.
DAVID FLAHERTY. JR.
EAST CAPE ENGINEERING, INC.
TOWN OF YARMOUTH
21.75'LINLETTEE
HEALTH DEPARTMENT
TEST DATE 03/03/04
T.N. / 1 ca".)
T.N. i 2 M".)
O.OD'
GALLON.
mx
0.0cr
-20) SEPTIC TANK
xX.X
••
p a
THE OUTLET TEE IS TO BE
0.0.Y
(16" MIN.)
OUTLET TEEFITTED
xx.x
LOAMY SAND
GAS BAFFLE -
USE ZABEL MODEL A -100 -8X18
1.3Y
1
xx.x
1.1Y
X%.X
LOAMY SAND
6" OF CRUSHED STONE
NO WATER ENCdMTERED
GENERAL NOTES:
EDIUM ANE SAND
2.50'
PROFILE OF PROPOSED SOIL ABSORPTION SYSTEM
BLDG 1111: 243 INSTALL RISERS & COVERS TO
FOUNDA WITHIN e' OF FINISHED GRADE
DN _ 24.0' ABOVE INLET AND OUTLET
BLDG /2: 39'3 ACCESS PORTS.
BUILDING
UNITS
■`` FINISH GRADE
9" MIN. COVER
5� 3' MAX. COVER
BLDG /}1. 22.25'
ELEV.
21.75'LINLETTEE
PROPOSED
22.50'
ELEV.2000
GALLON.
BLDG #2
'' p
-20) SEPTIC TANK
ELEV.
••
p a
THE OUTLET TEE IS TO BE
(16" MIN.)
OUTLET TEEFITTED
WITH A GAS BAFFLE,
AND EFFLUENT TEE FILTER.
GAS BAFFLE -
USE ZABEL MODEL A -100 -8X18
-VC
1
EFFLUENT TEE FILTER OR
APPROVED EQUIVALENT.
6" OF CRUSHED STONE
9 -OUTLET
DISTRIBUTION BOX -
- 500 GALLON LEACHING DRYWELLS -
37'f
35't
2" OF 1/8" TO 1-1/2-
PROVIDE
-1/2"PROVIDE RISER do COVER WITH VALVE BOX
WASHED STONE (TYP.)
ENCLOSURE AT FINISH GRADE TO
ALLOW SAMPLING OF EFFLUENT FROM
DISTRIBUTION BOX. PROVIDE RISER & COVER
-- FINISH GRADE TO WITHIN 6" OF FINAL GRADES -
I I
3' MAX. COVER
9" MIN. COVER
t 21.50' �`•�
ELEV. IN OUT -
21.00' ' 20.83'
ELEV.
ELEV.
PROVIDE 8" COMPACTED
CRUSHED STONE BENEATH
DISTRIBUTION BOX
/INVERT INTO CHAMBER
ELEV-20.00' (TYP.)
57' X 16' X 2'
EXISTING SEPTIC SYSTEM
(APPROXIMATE LOCATION)
�T SEE SITE AND SEWAGE
PLAN DATED 7-12-017 /
DESIGN: 8 BEDROOM DESIGN
(4) 2 BEDROOM UNITS
SEPTIC TANK VOLLIME
5 1 O8 BEDROOMS AT 710 GALLONS PER BEDROOM 880 GALLONS PER DAY
880 GALLONS PER DAY (200 - 1,760 GALLONS REQUIRED
INSTALL- 2,000 GALLON H-10 SEPTIC TANK �Q�jiG// / SIGN \ 1 \\ Z_
LEACH FACILITY:
PERC RATE < 2 MINAK / /'� \
FLOW RATE 8 BEDROOMS AT 110 GALLONS PER 13EDROOM - 880 GALLONS PER DAY AA / 36,243 5q, ft, t
BOTTOMS (57ft.)(16ft.)- 9128.f.(0.74)- 674 GALLONS PER DAY // 0.83 acrest \0
EXISTING PAVED
SIDEWALL' 2(57ft.+I$ft.)2- 292e.f.(0.74)- 218 GALLONS PER DAY \/ / \ 1
DRIVEWAY AND
TOTAL• 1,204e.f. 890 GALLONS PER DAY / \ 2/ PARKING/ '� \ \j\ 'd <
/ A
INSTALL- (1) 57.0' z 78.0' x 2.0' SOIL ABSORPTION SYSTEM USING 500 GALLON (°<✓
\
LEACHING DRYWELLS WITH 3/4- TO 1-1/2" DOUBLE WASHED STONE.
WI
\ AN
UTILITY \ PROPOSED BITUMINOUS
/PTOYLE P.) \/ PARKING AREAPROPCSED
1. DATUM (MS.)t TAKEN FROM DENNIS QUADRANGLE MAP
2. MUNICIPAL WATER IS AVAILABLE
3. PIPE PITCH: 1/4" PER FOOT MINIMUM
4. MINIMUM GROUND COVER OVER ALL SEWAGE LEACHING FACILITIES: (0.75) FT.
5. THIS DESIGN DOES NOT PROVIDE FOR THE INSTALLATION OF GARBAGE GRINDERS.
6. CONTRACTOR TO NOTIFY DIG -SAFE PRIOR TO CONSTRUCTION (1 -888 -DIG -SAFE)
7. ALL UNSUITABLE MATERIAL WITHIN 5 FT. IN ALL DIRECTIONS FROM THE LEACHING FACILITY SHALL BE REMOVED & REPLACED
.WITH CLEAN, MEDIUM SAND.
S. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH COMM. OF MASS. STATE ENVIRONMENTAL CODE TITLE 5.
9. NO KNOWN WELLS PROVIDING WATER FOR HUMAN CONSUMPTION ARE KNOWN TO EXIST WITHIN 100' OF PROPOSED SOIL
ABSORPTION SYSTEM.
10. THIS SITE PLAN IS INTENDED FOR SEWAGE SYSTEM DESIGN PURPOSES ONLY. UNDER NO CIRCUMSTANCES ARE BEARINGS,
DISTANCES, OR FEATURES SHOWN TO BE USED
TO ESTABLISH PROPERTY LINES.
11. DESIGN LOADING FOR ALL PRECAST UNITS: AASHTO H-20-44 WHERE VEHICLE LOADS ARE ANTICIPATED OR WHEN SUBJECT TO
4FT. OR MORE OF SOIL COVER.
12. COORDINATE LOCATION OF HYDRANT WITH THE FIRE DEPARTMENT
STORMWATER COLLECTION & RECHARGE SYSTEM DETAIL
DRIVING do PARKING SURFACE
1" BITUMINOUS SURFACE COURSE
INSTALL CATCH BASIN GRATES 2" BITUMINOUS BINDER COURSE
CAST IRON RISERS do COVERS
TO FINISH GRADE
FINISH GRADE
10" H-20 HANCOR HI -O
PIPE OR EQUIVALENT
PITCH: MIN. 1/4" PER FOOT
O ELEVATION - 21.4'
PITCH PAVEMENT SURFACE
TO BASIN GRATES
7' 6' STRUCTURAL FILL
PITCH 1/4" PER FOOT
'f
4'DIA x 4'DEEP + 4'DIA x 4'DEEP
.i SOLID CATCH{ SOLID CATCH
TRAP /SEDIMENT BASIN/SEDIMEN
TRAP
BOTTOM OF SYSTE\
ELEV.-18.00'
PROPOSED 57'xIG'x2' SOIL % \g� / / A'y ,ilv \ REE
ABSORPTION SYSTEM /I E K/
WITH 500 GALLON
LEACHING DRYWELLSI Pi fH"'��
� A � s \� 'PROPOSED CATCH BASNS
��. / \� TOP OF GRATE C@ 21,4'
T.�1rtig. RECEIVED
i r \
r%' -•!' ' ;.. ° ":(ac + ;��' a \ PROPOSED 2000 GALLON
(H-20) SEPTIC -ANK MAY 1 9 2005
4,10
a0 23 v\ / FE TOWN CLERK 87REASLREF
Lb
SSURFACE SOUTH \h ' ><� <. PROPOSED SDRAINAGE PIT
<.a:.\\ \ (SEE DETAIL)
O O
y%y% o L PROVIDE CONCRETE
\
D ` , ! \ x x 1�\�•� SCRATCH PAD OVER
0 /
a2.ACQ \ �� /Y 30 iy2 0 \F,L ELECTRE SERVIC��ii10'
EITHER 51DE OP'WATER
.00, '�� �.2 � \ � \ SERVICE
\•� x \� OP J��ZA� a \A \ /
O \ QF BENCIII i�RK
DECK' •C I \ TO? OF CONCRETE /
TYP. I \ BOUND; V, 21.04'
PROPOSED 6 -OUTLET
DISTRIBUTION BOX
s STORMWATER COLLECTION
8c RECHARGE SYSTEM NOTES
DESIGN IS BASED ON A 25 YEAR STORM, 1 HOUR INTENSITY
USING THE RATIONAL METHOD. (SEE DESIGN SHEET)
1. ALL SURFACE DRAINAGE IS TO BE OVER THE PAVEMENT SURFACE
& CONTAINED BY BERMS OR CURBING.
2. ROOF RUNOFF FROM ALL PROPOSED BUILDINGS IS TO BE CONTAINED
BY GUTTERS AND DOWNSPOUTS AND DIRECTED TO SEPARATE
SUBSURFACE DRYWELLS OR STONE TRENCHES ALONG THE ROOF
DRIP LINE.
04
\ /B FAD a \
A PLAN
\22� d SCALE: 1"=30'
�i
LEGEND
\
UNE TYPES STRUCTURES
E _ PROPOSED UNDERGROUND 0 PROPOSED CLEANOUT TO GRADE
ELECTRIC SERVICE C. 0.
W - PROPOSED 2" WATER SERVICE
Dpr -PROPOSED DRAINAGE LINE
Spr- PROPOSED 4" SEWER LINE
--------22 ---- EXISTING SURFACE CONTOUR
-0 22 - PROPOSED SURFACE CONTOUR
PROPOSED SURFACE WATER
DIRECTION OF FLOW
21,6' PROPOSED SPOT ELEVATION
X
X3564- 200S
East Cape Engineering, Inc.
CIVIL ENGINEERS,
LAND SURVEYORS
# 44 Route 28, Orleans °Mass.
(508) 255-7120
SITE PLAN
SANITARY SUBSURFACE SEWAGE
DISPOSAL SYSTEM
do SITE DRAINAGE
LOCATION:
1265 ROUTE 28
So. YARMOUTH, MA
PREPARED FOR:
RIVER LANDING
APARTMENTS
1265 REALTY TRUST
1
2
3
No. Revision/Issue Date
Project Sheet
JOB# 01-200
Date 05-18-05
1 OF 1
Scale
AS NOTED
O
p
p
O p `;
'' p
O
p
••
p a
p
p
p
p
p
p
p
p'
p
p a'..:
•. p
o
o
p p
p
/INVERT INTO CHAMBER
ELEV-20.00' (TYP.)
57' X 16' X 2'
EXISTING SEPTIC SYSTEM
(APPROXIMATE LOCATION)
�T SEE SITE AND SEWAGE
PLAN DATED 7-12-017 /
DESIGN: 8 BEDROOM DESIGN
(4) 2 BEDROOM UNITS
SEPTIC TANK VOLLIME
5 1 O8 BEDROOMS AT 710 GALLONS PER BEDROOM 880 GALLONS PER DAY
880 GALLONS PER DAY (200 - 1,760 GALLONS REQUIRED
INSTALL- 2,000 GALLON H-10 SEPTIC TANK �Q�jiG// / SIGN \ 1 \\ Z_
LEACH FACILITY:
PERC RATE < 2 MINAK / /'� \
FLOW RATE 8 BEDROOMS AT 110 GALLONS PER 13EDROOM - 880 GALLONS PER DAY AA / 36,243 5q, ft, t
BOTTOMS (57ft.)(16ft.)- 9128.f.(0.74)- 674 GALLONS PER DAY // 0.83 acrest \0
EXISTING PAVED
SIDEWALL' 2(57ft.+I$ft.)2- 292e.f.(0.74)- 218 GALLONS PER DAY \/ / \ 1
DRIVEWAY AND
TOTAL• 1,204e.f. 890 GALLONS PER DAY / \ 2/ PARKING/ '� \ \j\ 'd <
/ A
INSTALL- (1) 57.0' z 78.0' x 2.0' SOIL ABSORPTION SYSTEM USING 500 GALLON (°<✓
\
LEACHING DRYWELLS WITH 3/4- TO 1-1/2" DOUBLE WASHED STONE.
WI
\ AN
UTILITY \ PROPOSED BITUMINOUS
/PTOYLE P.) \/ PARKING AREAPROPCSED
1. DATUM (MS.)t TAKEN FROM DENNIS QUADRANGLE MAP
2. MUNICIPAL WATER IS AVAILABLE
3. PIPE PITCH: 1/4" PER FOOT MINIMUM
4. MINIMUM GROUND COVER OVER ALL SEWAGE LEACHING FACILITIES: (0.75) FT.
5. THIS DESIGN DOES NOT PROVIDE FOR THE INSTALLATION OF GARBAGE GRINDERS.
6. CONTRACTOR TO NOTIFY DIG -SAFE PRIOR TO CONSTRUCTION (1 -888 -DIG -SAFE)
7. ALL UNSUITABLE MATERIAL WITHIN 5 FT. IN ALL DIRECTIONS FROM THE LEACHING FACILITY SHALL BE REMOVED & REPLACED
.WITH CLEAN, MEDIUM SAND.
S. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH COMM. OF MASS. STATE ENVIRONMENTAL CODE TITLE 5.
9. NO KNOWN WELLS PROVIDING WATER FOR HUMAN CONSUMPTION ARE KNOWN TO EXIST WITHIN 100' OF PROPOSED SOIL
ABSORPTION SYSTEM.
10. THIS SITE PLAN IS INTENDED FOR SEWAGE SYSTEM DESIGN PURPOSES ONLY. UNDER NO CIRCUMSTANCES ARE BEARINGS,
DISTANCES, OR FEATURES SHOWN TO BE USED
TO ESTABLISH PROPERTY LINES.
11. DESIGN LOADING FOR ALL PRECAST UNITS: AASHTO H-20-44 WHERE VEHICLE LOADS ARE ANTICIPATED OR WHEN SUBJECT TO
4FT. OR MORE OF SOIL COVER.
12. COORDINATE LOCATION OF HYDRANT WITH THE FIRE DEPARTMENT
STORMWATER COLLECTION & RECHARGE SYSTEM DETAIL
DRIVING do PARKING SURFACE
1" BITUMINOUS SURFACE COURSE
INSTALL CATCH BASIN GRATES 2" BITUMINOUS BINDER COURSE
CAST IRON RISERS do COVERS
TO FINISH GRADE
FINISH GRADE
10" H-20 HANCOR HI -O
PIPE OR EQUIVALENT
PITCH: MIN. 1/4" PER FOOT
O ELEVATION - 21.4'
PITCH PAVEMENT SURFACE
TO BASIN GRATES
7' 6' STRUCTURAL FILL
PITCH 1/4" PER FOOT
'f
4'DIA x 4'DEEP + 4'DIA x 4'DEEP
.i SOLID CATCH{ SOLID CATCH
TRAP /SEDIMENT BASIN/SEDIMEN
TRAP
BOTTOM OF SYSTE\
ELEV.-18.00'
PROPOSED 57'xIG'x2' SOIL % \g� / / A'y ,ilv \ REE
ABSORPTION SYSTEM /I E K/
WITH 500 GALLON
LEACHING DRYWELLSI Pi fH"'��
� A � s \� 'PROPOSED CATCH BASNS
��. / \� TOP OF GRATE C@ 21,4'
T.�1rtig. RECEIVED
i r \
r%' -•!' ' ;.. ° ":(ac + ;��' a \ PROPOSED 2000 GALLON
(H-20) SEPTIC -ANK MAY 1 9 2005
4,10
a0 23 v\ / FE TOWN CLERK 87REASLREF
Lb
SSURFACE SOUTH \h ' ><� <. PROPOSED SDRAINAGE PIT
<.a:.\\ \ (SEE DETAIL)
O O
y%y% o L PROVIDE CONCRETE
\
D ` , ! \ x x 1�\�•� SCRATCH PAD OVER
0 /
a2.ACQ \ �� /Y 30 iy2 0 \F,L ELECTRE SERVIC��ii10'
EITHER 51DE OP'WATER
.00, '�� �.2 � \ � \ SERVICE
\•� x \� OP J��ZA� a \A \ /
O \ QF BENCIII i�RK
DECK' •C I \ TO? OF CONCRETE /
TYP. I \ BOUND; V, 21.04'
PROPOSED 6 -OUTLET
DISTRIBUTION BOX
s STORMWATER COLLECTION
8c RECHARGE SYSTEM NOTES
DESIGN IS BASED ON A 25 YEAR STORM, 1 HOUR INTENSITY
USING THE RATIONAL METHOD. (SEE DESIGN SHEET)
1. ALL SURFACE DRAINAGE IS TO BE OVER THE PAVEMENT SURFACE
& CONTAINED BY BERMS OR CURBING.
2. ROOF RUNOFF FROM ALL PROPOSED BUILDINGS IS TO BE CONTAINED
BY GUTTERS AND DOWNSPOUTS AND DIRECTED TO SEPARATE
SUBSURFACE DRYWELLS OR STONE TRENCHES ALONG THE ROOF
DRIP LINE.
04
\ /B FAD a \
A PLAN
\22� d SCALE: 1"=30'
�i
LEGEND
\
UNE TYPES STRUCTURES
E _ PROPOSED UNDERGROUND 0 PROPOSED CLEANOUT TO GRADE
ELECTRIC SERVICE C. 0.
W - PROPOSED 2" WATER SERVICE
Dpr -PROPOSED DRAINAGE LINE
Spr- PROPOSED 4" SEWER LINE
--------22 ---- EXISTING SURFACE CONTOUR
-0 22 - PROPOSED SURFACE CONTOUR
PROPOSED SURFACE WATER
DIRECTION OF FLOW
21,6' PROPOSED SPOT ELEVATION
X
X3564- 200S
East Cape Engineering, Inc.
CIVIL ENGINEERS,
LAND SURVEYORS
# 44 Route 28, Orleans °Mass.
(508) 255-7120
SITE PLAN
SANITARY SUBSURFACE SEWAGE
DISPOSAL SYSTEM
do SITE DRAINAGE
LOCATION:
1265 ROUTE 28
So. YARMOUTH, MA
PREPARED FOR:
RIVER LANDING
APARTMENTS
1265 REALTY TRUST
1
2
3
No. Revision/Issue Date
Project Sheet
JOB# 01-200
Date 05-18-05
1 OF 1
Scale
AS NOTED