HomeMy WebLinkAbout0000 FALMOUTH ROAD/RTE 28 - Health �7��
___ ___ _ .- Z-9-i��y
OF'THE T� TOWN OF BARNSTABLE
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OFFICE OF
= 96Hd9TAn BOARD OF HEALTH
7 MAS&
°ems 1639' 367 MAIN STREET
'F0 MA(
HYANNIS, MASS.02601
February 23, 1999
A. Roy Fogelgren RE: Definitive .open space plan of land in Centerville
Chairman, Planning Board Petitioner: Cliff Hagberg
Barnstable Town Hall Assessors Map 149, Parcels 27 & 29
Hyannis, Ma 02601 Engineer: Cown Cape Engineering. Inc.
Date: February 9, 1999
Dear Mr. Fogelgren:
The Board of Health has reviewed this Preliminary Open Space Subdivision plan in
Centerville makes the following recommendations:
The developer must provide public water to each and every lot in this subdivision identified
on the submitted plan dated February 9, 1999 identified as PL. BD. #766, plan of Land
in Centerville, Massachusetts as prepared for Cliff Hagberg. Public water lines and all
connections must meet specifications and/or rules and regulations of the local water
department.
Each septic system shall be located within the prescribed boundaries of each individual
lot.
All septic systems shall be located as most distant as possible from the wetlands within
each lot. The developer shall have recorded on the deed that variances from Title 5,
Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, or the Town of
Barnstable Health Regulations whichever is more stringent, will not be granted on any
lot in this subdivision.
A percolation test must be made on each lot at leaching site, before a Disposal Works
Construction Permit will be issued. Maximum groundwater elevations must be determined
by using data available from the United States Geological Survey - Probable High
Groundwater Levels on Cape Cod, Mass. Each proposed septic system must conform strictly
to 310 CMR 15.00, the State Environmental Code, Title 5, and Town of Barnstable Rules
and Regulations.
Any lawn area created must be covered by at least four (4) inches of loam.
All tree stumps, brush and building debris removed when clearing lots or roads must be
disposed of at a licensed solid waste disposal facility. Chipping brush and tree stumps
is an acceptable alternative. Burial on site is prohibited.
The applicant must receive an Order of Conditions from the Conservation Commission,
if applicable.
".I
ti
Prior to Board of Health approval of each building permit, the sewage system and
water supply must conform to 310 CMR 15.00, the State Environmental Code, Title 5,
or Town Health Regulations, whichever is more stringent.
The entire subdivision is located in a groundwater protection (GP) district. No more
than four bedrooms can be constructed on each lot as per State Environmental Code
and local Health Regulations.
Very truly yours,
u'san sk, Chairman
Ralp rphy, M.D.
Sumner Kaufman, M.S.P.H.
BOARD OF HEALTH
TOWN OF BARNSTABLE
SGR/bcs
Copy: Cliff Hagberg
Town Clerk
Down Cape Engineering
Health Departmentv/
C/O/MM Fire Department
Conservation Commission
I
TOWN OF BARNSTABLE SUBDIVISION RULES AND REGULATIONS
FORM C
APPLICATION FOR APPROVAL OF A DEFINITIVE PLAN �.
Date:
Subdivision
l y1
To the Planning Board in the Town of Barnstable: cf,
The undersigned authorized applicant(s) or owner(s) of all the
land shown on the accompanying Definitive Subdivision plan
located and described as follows:
Plan Title:
Plan Date: �—��0 !'u �� t'lqq
Assessor's Map and Parcel Number(s) : MAP /qq PQrct6�t 7fZ1
Zoning: F Area: 3 0 Number of Lots: g
Drawn By: 120 Unn C
Address:
MA Q Zlr�7
Phone: Z_
hereby submits such plan as a Definitive Subdivision plan in
accordance with the Rules and Regulations of the Barnstable
Planning Board.
The undersigned's title to said land is derived as follows:
-- ld bc,41 (7 t o PAU (9
PLEASE COMPLETE THE FOLLOWING
1. Access to the develo,,ppment is pproposed fro th following
street ( s ) : 01_A fs,+ -dS`tcp/ l�}! ox
2 . Have any of the proposed access roads been designated as
Scenic Roads? yes no
If yes, which one (s) ?
3. The development will be served by:
Town Water Supply
Private Wells
Town Sewers
-mac On-Site Sewage Disposal Systems
Package Sewage Treatment Facility
4. Is any part of the development within the following Zoning
Groundwater Protection Overlay Districts?
GP zone z' es no WP zone es V//no
J� Y Y
5. Are there:
a. Any wetlands or inland water bodies on his site?
yes total acreage no
b. Wetlands or inland waterbodies within 200 feet of the
perimeter of the subdivision?
yes _ Y no
6. Is any of the site within the FEMA 100 year flood plain?
yes no
100 - 500 year flood plain?
yes no
100 year Velocity Zone?
yes no
7. Is the subdivisio in an Historic District?
yes no
8. In a District of Critical Planning Concern as designated by
the Cape Cod Commission yes no
A
9. In a Location within a Critical Habitat as designated by the
APCC 1990 publication "Cape Cod Critical Habitats Atlas"
yes _ no
To the best of my knowledge the information submitted herewith is
complete and accurate.
Signature of Owner Address Telephone
Signature of Owner Address Telephone
S ' ture o Address Telephone
Authorized Applicant
Applicant 's Authorization: 1 p3'Tc72 hZgy l�fy� d�,v�� - [T 1j e4MA&
Received by Town Clerk:
Date: Time: Fee:
Signature:
Please make check payable to the Town of Barnstable
Received by Board of Health:
Date: 2' Time: Z : 3�3 �• ^- .
Signatu e:
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ARTHUR H. EDWARDS
OPEN q• �' OPEN DB 7517 PG 8
2�255 SPACE �� � .o�W SPACE
2 `Jo,
LOT 1 00
Area = 26,770 sq.ft 5g 0 A=18.98'
0.61 Acres
DRAIN 19.30 60
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LOT 2
Area = 30,709 sq.ft
0.71 Acres
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SHEET B
HINCKLEY lARAfS
SUBDIVISION #766
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DEFINITIVE SUBDIVISION PLAN
AN OPEN SPACE RESIDENTIAL DEVELOPMENT
OF LAND IN
CENTER VILLE (BARNSTABLE), MA o
PREPARED FOR
CLIFF HA GBER G
DATE: FEBRUARY 9, 1999
SCALE: 1" = 40'
40 0 40 80 120 Feet
I, - CLERK OF THE TOWN OF
BARNSTABLE, HEREBY CERTIFY THAT NOTICE OF
APPROVAL OF THIS PLAN BY THE BARNSTABLE
PLANNING BOARD HAS BEEN RECEIVED AND
RECORDED AT THIS OFFICE AND THAT AN APPEAL
WAS RECEIVED DURING THE TWENTY DAYS NEXT
AFTER SUCH RECEIPT, BUT THAT SAID APPEAL HAS BEEN
WITHDRAWN BY AGREEMENT OF THE PARTIES, WHICH
AGREEMENT IS TO BE RECORDED WITH THIS PLAN.
DATE
TOWN CLERK
BARNSTABLE PLANNING BOARD
APPROVAL UNDER THE SUBDIVISION
CONTROL LAW IS REQUIRED
DATE:
I CERTIFY THAT THIS PLAN WAS MADE IN
ACCORDANCE WITH REGISTRY OF DEEDS
REGULATIONS EFFECTIVE JANUARY 1, 197 \'olol iss�o
o` TIMOTHY yG
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COVELL
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LOCUS
MAP SCALE
1" =
2000'
ASSESSORS MAP 149 PARCELS 27 & 29
* ZONING: RF 43,560 FT — MIN AREA
FRONTAGE — 150 FT
* SETBACKS.FRONT — 30 FT
SIDE — 15 FT
REAR — 15 FT
REFER TO ZONING BYLAW SECTION 3-1.7 SHOWING
REDUCED LOT AREA REQUIREMENTS FOR OPEN SPACE
RESIDENTIAL DEVELOPEMENT.
FLOOD ZONE C
BARNSTABLE PANEL #250001 0015 C
AUGUST 19, 1985
GROUNDWATER OVERLAY DISTRICT: GP
MUNICIPAL WATER IS AVAILABLE
GAS MAIN IS LOCATED ON LOCUS SIDE OF OLD BARN.—FAL. ROAD
OLD BARNSTABLE — FALMOUTH ROAD IS A SCENIC ROAD
TOTAL AREA OF PARCEL — 444,351 SF (10.2 ACRES)
85% OF AREA = 377,698 SF±
377,698/43560 = 8.7 LOTS ALLOWABLE (8 LOTS PROVIDED)
AREA OF PROPOSED 8 CLUSTER LOTS — 242,588 SF (5.49 ACRES)±
AREA OF PROPOSED ROAD — 60,754 SF± (1.39 ACRES)
LENGTH OF PROPOSED ROAD — 904 FT±
AREA OF OPEN SPACE — 141,009 SF (3.23 ACRES)± 32% OF TOTAL
(OPEN SPACE CALCULATIONS DO NOT INCLUDE ANY LOTS OR ROADS)
NOTE: THERE IS AN EXISTING 12" WATER MAIN IN
APPROXIMATELY THE CENTER OF THE LAYOUT OF NYE ROAD
OWNER OF RECORD:
NANCY HAGBERG
151 PINE STREET
HYANNIS, MA 02601
REF: DEED BOOK 1260 PAGE 181
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Area
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LOT 5
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Area = 36,452 sq.ft
R=30.00
4 55. 3'
0.84 Acres
A=26.08' 4
S 84°47 5S' W
A=10.70'
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d=01°26'31"
A=20.90' Q
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TO TEMP.
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PB 532 PG 92
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LOT 6Qj
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Area = 26,138 sq.ft
LOT 8
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0.60 Acres
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Area = 27,988 sq.ft
44.28' fN
0.64 Acres
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NOTE:
APPROVAL OF THIS PLAN IS SUBJECT TO
COMPLIANCE WITH THE COVENANT TO BE
RECORDED HEREWITH
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ACCESS AND
UTILITY
EASEMENT
FOR LOT 7
OPEN
SPACE
R=375.00
A=28.85'
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Area = 30,683 sq.ft
0.70 Acres
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DB 8942 PG 113
NOTE:
N/F
JAMES D. SWIFT
DB 6372 PG 261
SB
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NO LOT AS SHOWN ON THIS PLAN
AND APPROVED IN ACCORDANCE WITH
THE OPEN SPACE RESIDENTIAL DEVELOPMENT
PROVISIONS OF THE ZONING ORDINANCE
OF THE TOWN OF BARNSTABLE SHALL BE
FURTHER SUBDIVIDED
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PROPOSED CONSTRUCTION
7+1 O
8+00 18+50 9+00
DRAINAGE CALCULATIONS: RATIONAL METHOD, 10 YEAR STORM
DA1 (CUL-DE-SAC AREA)
IMPERVIOUS: PAVE/BLDGS: 12,294 SF
PERVIOUS: WOODS/GRASS: 31,904 SF
CN- 1.0(12,294) + 0.40(31,904) 0.57
44,198
L-312' S-2.9% CN-57 -- 1-3.3 IN/HR
Q=CIA - 0.57(3.3 IN/HR.)(44,198/43,560)(448.8)-857 GPM
LEACHING AREA REO.=857/0.7=1224 SF REQ.
USE (3) 6'X6' LEACHING PITS WITH 4' STONE - 1254 SF,/-
DA2 (ENTRANCE AREA)
IMPERVIOUS: PAVE/BLDGS: 14,200 SF
PERVIOUS: WOODS/GRASS: 44,537 SF
CN= 1.0(14,200) + 0.40(44,537) = 0.55
58,737
L-314' S-2.2% CN-.55-- 1-3.251N/HR
Q=CIA = 0.55(3.25 IN/HR.)(58,737/43,560)(448.8)=1082 GPM
LEACHING AREA REQ.=1082/0.7=1545 SF REO.
I ISF 07 F,,'XF{' I FAF NIN(: mr, WITH d' CTOMP" ANn 7r,'
SUBDIVISION #766
PLAN &, PROFILE PROPOSED ROAD
AN OPEN SPACE RESIDENTIAL DEVELOPEMENT
OF [AND IN
CENTER VILLE (BARNSTABLE), MA
PREPARED FOR
CLIFF MA GBER G 21� A%% OF icy
ERNE H. o
DATE: DECEMBER 20, 1999 Pe✓. z-ho/w CM� y
SCALE: 1 " = 40' HORIZ. pb
SCALE: 1 " = 4' VERT, PROFILE f EEEO �Q
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40 0 40 80 120 Feet z t►���
off 508-362-4541
fax 5108 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
�26
939 main A. yarmouth, ma 75
PROFILE SHEET 1 OF 2
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DESIGN FOR POSSIBLE FUTURE EXTENTION
6" LOAM AND HYDROSEED ALL DISTURBED AREAS
50' RIGHT ,OF WAY ,
4
3:1 MAX. CUT 3:1 MAX
BIT. CONC. SIDEWALK
12"BERM 1�� TOP, 2" BINDER 3" CROWN 12" BERM cv 1" TOP, 1 1/2" BINDER
1 4" PER FOOT
4'
i<
IT. CONC, PAVEMENT
COMPACTED SUBGRADE
3:1 MAX FILL GAS, MAIN 6" BASE MATERIAL WATER MAIN
ELEC., TEL, CATV. CONDUIT
2.5' N.F.S. MINERAL AGGREGATE
TYPICAL SECTION
SCALE: 1/4"a 1'
DRAINAGE ELEVATION
SCHEDULE:
STATION STRUCTURE
RIM EL. INV. IN INV. OUT
TOP STRUCTURE EL,
2,+00 10' LT CB 1
63.07 -
60.107
61.77
2+00 10' RT. C82
63.07 59.87
59.�77
61.77
1+54 94' PT LP1
63.5 58,77
58.(67
60.7
1
TH1
TH2
ENGINES
: AR E OJALA (DCE)
EENG EER: AR E OJALA (DCE)
EXCAVATOR: STEVE (BORTOLOTTI)
EXCAVATOR: STEVE (BORTOLOTTI)
0"
64.0
0"
63.0
6„
ORGANIC
4-
ORGANIC
A SL
A SL
9„
1OYR2 1
6„
7.5YR3 2
E
E FS
KEY:
FINE
8"
2.5Y6 2
O=ORGANIC SOIL
SAND
1OYR5/1
B
SL-
SANDY LOAM
11"
SL
510
FS=
FINE SAND
s.L.
36„
1oYR5/6
MS=
MED SAND
36"
1 YR
Cl
GVL=
GRAVEL
L SAND
2.5Y6/6
CS=
COARSE
Cl
SL
„
52
C2 LOAM
4$' UNSUITABLE
2.5Y6/2
SILT
5 6 3
REMOVE C2
48"
60.6
80
47.0 LAYER
C2
S. SAND
MS&GVL
RAV•
2.5Y6/6
120
ICYYR 614
96"
C4
C3
CS. SAND
GRAY,
Y8/4
2.5Y6/4
154"
51.2 NO WATER
180"
48,0' NO WATER
SOIL
LOGS
MSdtGVI
z.5
GENERAL NOTES:
1. ALL CONSTRUCTION METHODS AND MATERIALS TO CONFORM TO THE TOWN OF BARNSTABLE
SUBDIVISION RULES AND REGULATIONS AS AMENDED TO PRESENT,
2. UNSUITABLE FIRM LOAM LAYER TO BE REMOVED FROM LEACHING AREAS FOR A DISTANCE
5' AROUND OUTSIDE STONE ON LP4 + LP5, REPLACE WITH CLEAN SAND, SEE TH2
3. INSPECTIONS REQUIRED PER BARNSTABLE SUBDIVISION REGULATIONS, NOTIFY TOWN PRIOR TO START.
4. UTILITY LOCATIONS ARE APPROXIMATE, NOTIFY DIGSAFE PRIOR TO CONSTRUCTION,
24'0 H-20 F&G TO GRADE
MORTA�ALYLP.COMP�
NENTS
DRAINAGE SWALE )
4" MIN. WASHED PEASTONE 24"ID ACME RISERS AS REQ. f SEE SCHEDULE F(
4" MIN. PEASTONE 4" PEASTONE OVER ALL 1EEZZ 0 CPP
12"PERF.H-20 HDPE WASHED STONE U IL VARIES
H-20 F&G'S
ORTAR ALL COMPONENTS
(TYP•) 2% CROWN
SEE PAVEMENT SECTION
TP STRUCTURE EL. LISTED
12"0 H-20 RCP
COMPACT SACRFILL
0 0 0 0 COMPACT BACKFILL A
GROUT '
p IN 6" LIFTS (95% PRCTR.)
o 0o
2
BRILL (2) 1" MD" M 5.02.1
0000000 12" CORR. H-20 HDPE PIPE
HOLES (TYP.)
o O O O LAY LEVEL BETWEEN PITS
6'-8"X6'm
PERF. HDPE q
WITH 3' WIDE
H-20
' 1000
C.B. TRAP ELEVATIONS AS LISTED
i 12"0 CPP IN DRAINAGE SCHEDULE
RENITH CROSS SE TION A -A 2' DEEP LEACHING TRENCH GAL. ELBOW
LP1 TO LP2 AND LP2 TO LP3 ONLY L
EACHPIT
3 ELSE 12"H-20 HDPE PIPE (LEVEL)
6 GRAVEL
NOTE: UNSUITABLE SOIL
REMOVAL REQUIRED AROUND H-20 DEEP SUMP
LP4 + LP5, SEE SOIL LOGS 1000 GALLON PRECAST
REPLACE WITH CATCH BASIN
CLEAN SAND, 3/4" — 1 1/2" 6" STONE UNDER
WASHIED STONE NOT TO SCALE
4' ARPOUIND PITS
SECTION THRU DRAINAGE
SUBDIVI'SION #766
PLAN & PR',OFILE PROPOSED ROAD
AN OPEN SPAkCE RESIDENTIAL DEVELOPEMENT
0)F LAND 1N
CENTERVIL.LE (BARNSTABLE), MA
PREPARED FOR
CLIFF' IAA GBER G
DATE: IDECEMBER 20, 199A 2�\/ a) I olact
SCALE: 1 " = 40' HORIZ.
SCALE: 1 " = 4' VERT. PROFILE
0 40 80 120 Feet
PROFILE SHEET 2 OF 2
MORTAR
--------------
H-20 DEEP SUMP
1000 GALLON PRECAST
CATCH BASIN
ADJ. BLOCKS
AS REO.
1
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Na 907 )2
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off 508-362-4541
fax 508 362-9880
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down cape engin e ering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675