Decision 3611 Site Plan of Landl
L
LEWI
I
LOCUS MAP
ASSESSOR'S MAP 21. PARCELS 3I. 33 AND 45
OWNER OF RECORD: OCEAN RESORTS MARKETING. INC.
11846 ISLAND LAKES LANE
BOCA RATON FL 33498
ASSESSOR'S MAP 21, PARCEL 46
OWNER OF RECORD: JOSEPH JACOBSON
P.O.BOX 271
MIDDLEBORO, MA 02346
ZONING DISTRICTS, R-25. MIN FRONTAGE - 150'
SETBACKS: FRONT - 30'. SIDE - 15'. REAR - 20'
MAXIMUM BUILDING COVERAGE - 25%
FLOOD ZONE B. Al2 (EL 12). Al2 (EL 10) AND
V15 (£L 13). MAP 250015 0005 D. DATED 7/2/92
GENERAL NOTES:
1. PROPERTY LINE INFORMATION WAS COMPILED
FROM AVAILABLE PLANS AND DEEDS OF RECORD
AND DOES NOT REPRESENT AN ACTUAL ON THE
GROUND SURVEY.
2. TOPOGRAPHIC INFORMATION WAS OBTAINED BY
ELECTRONIC SURVEY METHODS.
3. ELEVATIONS SHOWN REFER TO NATIONAL GEODETIC
VERTICAL DATUM (N.G.V.D.). FOR BENCH MARKS SET
SEE SITE PLAN.
4. NO DETERMINATION HAS BEEN MADE AS TO
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS. IT SHALL REMAIN THE CLIENTS
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL
PERMITS. VARIANCES ETC. FOR THIS PROJECT.
5. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
TO HAVE THE PROPOSED BUILDING FOUNDATIONS
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
AND SOIL CONDITIONS AT THE LOCATION OF THE
PROPOSED BUILDING.
6. ANY RETAINING WALL SHOWN ON THIS PLAN IS
FOR LOCATION ONLY AND SHALL BE DESIGNED IN
ACCORDANCE WITH STANDARD PRACTICE.
7. THIS PROJECT SHALL MEET ALL PROVISIONS OF THE
TOWN OF YARMOUTH SIGN CODE.
8. BEFORE CONSTRUCTION CALL -DIG -SAFE'.
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
FOR LOCATION OF UNDERGROUND UTILITIES.
9. ALL CONSTRUCTION METHODS AND MATERIALS AND
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
BOARD OF HEALTH REGULATIONS.
IO.ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
THAN 2' IN DEPTH SHALL BE CAPABLE OF WITHSTANDING
H-20 WHEEL LOADS.
II.SEPTIC TANK AND D -BOX SHALL BE REINFORCED PRECAST
CONCRETE AND WATERTIGHT.
I2.ALL SEWER PIPE SHALL BE SCHEDULE 40 OR APPROVED EOUAL.
13.ALL EXISTING CESSPOOLS TO BE PUMPED DRY. REMOVED
BACKFILLED WITH CLEAN SAND AND COMPACTED.
14.ALL UNSUITABLE MATERIAL IA 6 8 HORIZONS)
ENCOUNTERED BELOW THE INVERT OF THE LEACHING
FACILITY TO BE REMOVED FOR A DISTANCE OF 5'
AROUND AND REPLACED WITH SAND IN ACCORDANCE
WITH TITLE 5.
15.D -BOX TO BE WATER TESTED TO CHECK FOR LEVEL.
16.EX1STING INVERT AT SYSTEM fl TO BE RAISED 1.64'
17. YARMOUTH HEALTH DEPT TO INSPECT REMOVAL OF EXISTING
SYSTEM AND SOIL REMOVAL AS REOUIRED BEFORE PLACEMENT
OF FILL.
18.DEEP TEST HOLES AND PERCOLATION TEST TO BE DONE PRIOR TO
ISSUANCE OF A PERMIT FOR CONSTRUCTION OF THE SEPTIC SYSTEMS.
19. THE BUILDINGS WITHIN THE VELOCITY ZONE SHALL HAVE THE
FOUNDATIONS DESIGNED AND CONSTRUCTED IN ACCORDANCE
WITH FLOOD ZONE REGULATIONS.
AREA CALCULATIONS:
TOTAL LOT AREAS (31 6 33)- 18.687t S.F.
TOTAL BUILDING AREA - 3,0151 S.F. - 16x OF SITE
TOTAL LOT AREAS (45 6 46)- 2/.400t S.F.
TOTAL BUILDING AREA 3.7851 S.F. - 18x OF SITE
PARKING CALCULATIONS:
RESIDENTIAL. HOTEL/MOTEL -.1.1 SPACE / UNIT
9 TOTAL UNITS x 1.1 - 9.9 SPACES REQUIRED
PARKING PROVIDED - IB SPACES
10' WIDE HARDENED
\ SURFACE FREE OF
FENCES. PL ANTI NGS
AND BUILDINGS FOR
\ EMERGENCY ACCESS
F� BO0
0
PROPOSED 4' WIDE PLANTING
STRIP OF A 5' HIGH DENSE
PLANTED EVERGREEN SHRUB
EXISTING CONDITIONS
16 UNIT. 16 KITCHEN. 19 BEDROOM
COTTAGE COLONY
PROPOSED PLAN
9 UNIT. 9 KITCHEN. 16 BEDROOM
SEASONAL TIME SHARE CONDOMINIUM
VIDE PLANTING
HIGH DENSE
iREEN SHRUB
LL
�
PARCEL 31�
r
65841 S.F.
R' 1?O.
a
l
n,
/
1l �1
2cp
M CB/DB.EIPD
MIN 2. OF PEASTONE
"A
.
J
,
b Lf
- °6'
'a a•`L 9.05 8.5
A
7.5 VAPOR BARRIER
REVISED:
3 OUTLET
7 FLOWDIFFUSOR CHAMBERS EL 6.5 MAX
MARCH J. 2000
D -BOX
W/4' STONE AROUND. 12 'x 64'x 1 3/4' - 11/2' DIA.
2500
GAL
WASHED STONE
SEPTIC
TANK 6' CRUSHED STONE BASE
Yarmouthport,
f
rl"
2I
J ,
a,
INVERT ELEVATIONS:
DESIGN CRI TER IA:
t
INVERT AT BUILDING:
i
DESIGN FLOW:
%•
1
9.5
6 BEDROOMS AT 110 G.P.D. PER
F1ELD:CFW/EEK
9� ?o
i • \\\° 9
N
o,
INVERT IN DIST. BOX: 9.05
INVERT OUT DIST. BOX:
2
NO GARBAGE GRINDERS
a, f 5 COQ'
ry
6.5
BOTTOM OF LEACH CHAMBER:
\F
o
JI
LL
�
PARCEL 31�
r
65841 S.F.
R' 1?O.
a
l
n,
/
1l �1
2cp
O CEA N V/ E -W VILLAS
MIN 2. OF PEASTONE
"A
.
51 EL D.O .MIN S
,
�' 4o Mlc POLY I
- °6'
'a a•`L 9.05 8.5
REVISED:
7.5 VAPOR BARRIER
REVISED:
3 OUTLET
7 FLOWDIFFUSOR CHAMBERS EL 6.5 MAX
MARCH J. 2000
D -BOX
W/4' STONE AROUND. 12 'x 64'x 1 3/4' - 11/2' DIA.
2500
GAL
WASHED STONE
SEPTIC
TANK 6' CRUSHED STONE BASE
Yarmouthport,
f
PROF I L E: NOT TO
SCALE
a,
INVERT ELEVATIONS:
DESIGN CRI TER IA:
t
INVERT AT BUILDING:
10.0
DESIGN FLOW:
I �
\ \ \
9.5
6 BEDROOMS AT 110 G.P.D. PER
F1ELD:CFW/EEK
INVERT OUT SEPTIC TANK:
9.25
BEDROOM EQUALS 660 G.P.D.
o,
INVERT IN DIST. BOX: 9.05
INVERT OUT DIST. BOX:
8.88
NO GARBAGE GRINDERS
INVERT IN LEACH CHAMBER:
6.5
BOTTOM OF LEACH CHAMBER:
7.5
SEPTIC TANK REOUIRED:660
G.P.D. X 2002 - 1320 GAL.
AREA HIGH GROUND WATER:
2.5
SEPTIC TAN
r
NEW $AS
yF��F`pP
SYSTEM •I
F
s,
R MOVE STING 0P000, PARCEL 33 \
SEPTI( SYSTEM.? `oREMOV£ \`lJ /y' oy Gyi 121031 S.F. `\
TANK ��t Gy�j, f`P�
%v GkAiS rye
Ls
I\ � J % O '11. �* Bim+ -l.'•.
/ � 1 • ,/ / h anti ��, �
02 o, .° SEP'
? TAM
/ g1
\
it 4
F CSA
r
- 'A
\ � n
z J•
41 0
SyoPyR��O
5
LEGEND
■ CONCRETE BOUND FOUND
® WATER GATE
-W- WATER L I NE
O HYDRANT
.. ® GAS GATE
-G- GAS LIKE'
0 CATCH BASIN
-0 UTILITY POLE W/ GUY WIRE
- OHW - OVER HEAD WIRES.
-T- UNDERGROUND TELEPHONE LINE
EXISTING SPOT ELEVATION
EXISTING CONTOUR
0 4 PROPOSED SPOT ELEVATION
3
SYSTEM #/
ACCESS COVERS MUST BE WITHIN 9- MINIMUM.
6' OF FINISH GRADE 3' MAXIMUM COVER
FIRST TO /
BE LEVEL
K PROVIDED• 2500 GAL 2 COMPART-
MENT TANK (SECT 15.223(1)(6) 6 15.224)
SOIL ABSORPTION SYSTEM REOUIRED:
DESIGN PERC RATE < 5 MIN/INCH
SOIL TEXTURAL CLASS - I
EFFLUENT LOADING RATE - 0.74 GPD/SF
660 ORD / 0.74 GPD/SF - 892 S.F. REOUIRED
PROVIDED: 7 FLOWDIFFUSOR CHAMBERS
W/4' STONE AROUND. A-920 S.F.
920 S.F. / 0.74 - 680 G.P.D.
S YS TEM #2
ACCESS COVERS MUST BE WITHIN 9- MINIMUM.
6' OF FINISH GRADE 3' MAXIMUM COVER
16.0 FIRST 2' TO
BE LEVEL MIN 2' OF PEASTONE
4• DIAM PIP
3/4' - 1 I/2' DIA.
o Lf� o II 5 II.IB 2• H-20 �- WASHED STONE
I 1 . '� 11F" "
11.35 1 10.5 8. 5
9 OUTLET 14-500 GAL LEACHING CHAMBERS
O -BOX W/4' STONE SIDES. I' ENDS, 16.5'x 70'x 2'
ScPTi
PTI ' CAL T/, NK H-20
14-20 6' CRUSHED STONE BASE
PROF I L E: NOT TO SCALE
INVERT ELEVATIONS: DESIGN CRITERIA:
INVERT AT BUILDING: 12.3 DESIGN FLOW:
INVERT IN SEPTIC TANK: 11.75 /0 BEDROOMS AT 110 G.P.D. PER
INVERT OUT SEPTIC TANK: 11.5 BEDROOM EOUALS 1100 G.P.D.
INVERT IN DIST. BOX: 11.35
INVERT OUT DIST. BOX: Il.18 NO GARBAGE GRINDERS
INVERT IN LEACH CHAMBER: 10.5
BOTTOM OF LEACH CHAMBER: 8.5 SEPTIC TANK REOUIRED:
1100 G.P.D. X 200% - 2200 GAL.
AREA HIGH GROUND WATER: 2.5 SEPTIC TANK PR
VAR I ANCES REQUIRED
TOWV OF YARMOUTH HEALTH REGULATIONS: SECTION 3.7: LOCATION
100 IS REOUIP£D BETWEEN THE SAS AND A WETLAND RESOURCE AREA.
THE SAS IS PROPOSED TO BE 72' TO THE TOP OF BANK AND 106' TO MHW.
THE RESERVE IS PROPOSED TO BE 50' TO THE TOP OF BANK AND 92' TO MHW.
TITLE 5. SECTION 15.211:(/) MINIMUM SETBACK DISTANCES
10' 1S REOUIRED BETWEEN THE SEPTIC TANK AND THE PROPERTY LINE.
THE SEPTIC TANK IS PROPOSED TO BE 6' FROM THE STREET LINE.
10' IS REOUIRED BETWEEN THE RESERVE AREA AND THE PROPERTY LINE.
THE RESERVE AREA IS PROPOSED TO BE 5' FROM THE PROPERTY LINE.
0 10 20
OVID£D• 4000 GAL 2 COMPART-
MENT TANK (SECT 15.223(I)(b) 6 15.224)
SOIL ABSORPTION SYSTEM REQUIRED:
DESIGN PERC RATE < 5 MIN/INCH
SOIL TEXTURAL CLASS - I
EFFLUENT LOADING RATE - 0.74 GPD/SF
1/00 GPD / 0.74 GPD/SF - 1486 S.F. REOUIRED
PROVIDED: /4-500 GAL LEACHING CHAMBERS
W/4' STONE AROUND. A-1501.4 S.F.
1501 S.F. x 0.74 - 1111 G.P.D.
RESERVE AREA 16.5'W x 70'1 x 2'd - 1501 S.F
S / TE PLAN OF LAIVO
O CEA N V/ E -W VILLAS
MIN 2. OF PEASTONE
"A
.
51 EL D.O .MIN S
2 9.25 8.88 4R /
�' 4o Mlc POLY I
- °6'
'a a•`L 9.05 8.5
REVISED:
7.5 VAPOR BARRIER
REVISED:
3 OUTLET
7 FLOWDIFFUSOR CHAMBERS EL 6.5 MAX
MARCH J. 2000
D -BOX
W/4' STONE AROUND. 12 'x 64'x 1 3/4' - 11/2' DIA.
2500
GAL
WASHED STONE
SEPTIC
TANK 6' CRUSHED STONE BASE
Yarmouthport,
MA. 02675
PROF I L E: NOT TO
SCALE
INVERT ELEVATIONS:
DESIGN CRI TER IA:
INVERT AT BUILDING:
10.0
DESIGN FLOW:
INVERT 1N SEPTIC TANK:
9.5
6 BEDROOMS AT 110 G.P.D. PER
F1ELD:CFW/EEK
INVERT OUT SEPTIC TANK:
9.25
BEDROOM EQUALS 660 G.P.D.
DRN: SAH
INVERT IN DIST. BOX: 9.05
INVERT OUT DIST. BOX:
8.88
NO GARBAGE GRINDERS
INVERT IN LEACH CHAMBER:
6.5
BOTTOM OF LEACH CHAMBER:
7.5
SEPTIC TANK REOUIRED:660
G.P.D. X 2002 - 1320 GAL.
AREA HIGH GROUND WATER:
2.5
SEPTIC TAN
K PROVIDED• 2500 GAL 2 COMPART-
MENT TANK (SECT 15.223(1)(6) 6 15.224)
SOIL ABSORPTION SYSTEM REOUIRED:
DESIGN PERC RATE < 5 MIN/INCH
SOIL TEXTURAL CLASS - I
EFFLUENT LOADING RATE - 0.74 GPD/SF
660 ORD / 0.74 GPD/SF - 892 S.F. REOUIRED
PROVIDED: 7 FLOWDIFFUSOR CHAMBERS
W/4' STONE AROUND. A-920 S.F.
920 S.F. / 0.74 - 680 G.P.D.
S YS TEM #2
ACCESS COVERS MUST BE WITHIN 9- MINIMUM.
6' OF FINISH GRADE 3' MAXIMUM COVER
16.0 FIRST 2' TO
BE LEVEL MIN 2' OF PEASTONE
4• DIAM PIP
3/4' - 1 I/2' DIA.
o Lf� o II 5 II.IB 2• H-20 �- WASHED STONE
I 1 . '� 11F" "
11.35 1 10.5 8. 5
9 OUTLET 14-500 GAL LEACHING CHAMBERS
O -BOX W/4' STONE SIDES. I' ENDS, 16.5'x 70'x 2'
ScPTi
PTI ' CAL T/, NK H-20
14-20 6' CRUSHED STONE BASE
PROF I L E: NOT TO SCALE
INVERT ELEVATIONS: DESIGN CRITERIA:
INVERT AT BUILDING: 12.3 DESIGN FLOW:
INVERT IN SEPTIC TANK: 11.75 /0 BEDROOMS AT 110 G.P.D. PER
INVERT OUT SEPTIC TANK: 11.5 BEDROOM EOUALS 1100 G.P.D.
INVERT IN DIST. BOX: 11.35
INVERT OUT DIST. BOX: Il.18 NO GARBAGE GRINDERS
INVERT IN LEACH CHAMBER: 10.5
BOTTOM OF LEACH CHAMBER: 8.5 SEPTIC TANK REOUIRED:
1100 G.P.D. X 200% - 2200 GAL.
AREA HIGH GROUND WATER: 2.5 SEPTIC TANK PR
VAR I ANCES REQUIRED
TOWV OF YARMOUTH HEALTH REGULATIONS: SECTION 3.7: LOCATION
100 IS REOUIP£D BETWEEN THE SAS AND A WETLAND RESOURCE AREA.
THE SAS IS PROPOSED TO BE 72' TO THE TOP OF BANK AND 106' TO MHW.
THE RESERVE IS PROPOSED TO BE 50' TO THE TOP OF BANK AND 92' TO MHW.
TITLE 5. SECTION 15.211:(/) MINIMUM SETBACK DISTANCES
10' 1S REOUIRED BETWEEN THE SEPTIC TANK AND THE PROPERTY LINE.
THE SEPTIC TANK IS PROPOSED TO BE 6' FROM THE STREET LINE.
10' IS REOUIRED BETWEEN THE RESERVE AREA AND THE PROPERTY LINE.
THE RESERVE AREA IS PROPOSED TO BE 5' FROM THE PROPERTY LINE.
0 10 20
OVID£D• 4000 GAL 2 COMPART-
MENT TANK (SECT 15.223(I)(b) 6 15.224)
SOIL ABSORPTION SYSTEM REQUIRED:
DESIGN PERC RATE < 5 MIN/INCH
SOIL TEXTURAL CLASS - I
EFFLUENT LOADING RATE - 0.74 GPD/SF
1/00 GPD / 0.74 GPD/SF - 1486 S.F. REOUIRED
PROVIDED: /4-500 GAL LEACHING CHAMBERS
W/4' STONE AROUND. A-1501.4 S.F.
1501 S.F. x 0.74 - 1111 G.P.D.
RESERVE AREA 16.5'W x 70'1 x 2'd - 1501 S.F
S / TE PLAN OF LAIVO
O CEA N V/ E -W VILLAS
WES T YARMOUTH.
"A
.
P R EP A REO F O R:
ROBERT OS TELL
//VO
SCAL E : / " - 20 • SEP TE -MBE -I?
0. / 999
REVISED:
OCTOBER 4, 1999
REVISED:
NOVEMBER 24, 1999
REVISED:
MARCH J. 2000
REVISED:
APRIL 12. 2000
EAGLE SURVEYING,
INC
923
Route 6A
Yarmouthport,
MA. 02675
( 508 )
( 508 )
362-8132
432-5333
40
JOB NO: 99-026
F1ELD:CFW/EEK
I CALC: SAH
CHECK:
CFW
DRN: SAH