HomeMy WebLinkAbout0020 HOLLY POINT ROAD - Health fig HOLLY POINT RD. CENTERVILLE
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TOWN OF BARNSTABLE
OF THE TO
P� wo OFFICE OF
i eABN$TAr BOARD OF HEALTH
N"M
Op 1639• ��� 367 MAIN STREET
�Fo Mph HYANNIS,MASS.02601
February 8, 2000
Sarah Ojala
939 Main Street
Yarmouthport, MA 02675
RE: Lot #70 Holly Point Road, Centerville
Dear Mrs. Ojala:
You are granted a variance on behalf of your client Anthony Raspante, from 310 CMR
15.214, restricting sewage flows to one bedroom for every 10,000 square feet of land
within Zone II districts. You are granted permission to construct an onsite sewage
disposal system at Lot 70 Holly Point Road, Centerville, with the following conditions:
(1) No more than two (2) bedrooms are authorized. Dens, study rooms,
finished attics, sleeping lofts and similar-type rooms are considered
"bedrooms" according to the Massachusetts Department of Environmental
Protection.
(2) The applicant shall record a properly-worded deed restriction at the
Barnstable County Registry of Deeds limiting the dwelling to two (2)
bedrooms. The deed restriction shall be signed by the property owner. A
copy of the recorded deed restriction shall be submitted to the Board of Health
prior to obtaining a disposal works construction permit.
This variance is granted because it is the Board's policy to grant applicants approvals
to construct two (2) bedrooms on lots of less than 18,000 square feet in size. This lot is
16,007 square feet.
Sincerely yours,
Susan G. Ras , R.S.
Chairperson
Board of Health
Town of Barnstable
SGR/bcs
raspante
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RSC. BY
Town of Barnstable
SCHEL. DATE:
..Board of Health
'67 Main Street, 'rlyannis MA 02601
Office: 5cs-?90-6 6: Swun G.Sask.R.S.
FAX: 5JS-;90 b�Ja Sumner Kaufran.M.S P H.
tta ph A.Murphy,M.D.
V e R IAvCE REQUEST FORM
LOCATION
F:aper-, Address.___ -10 T- (14 W T Z Q..V t"Z
Assessor's Map and Parcel dumber Z'> T`�'� Size of Lot: ��, �0 1 S F
Wetlands Within.300 Ft. Yes )< Subdi-Osion
No
Business Narne
4PPLICANT CONTACT PERSON
'name: At.i-r► a N Y i2,6-5 f2 '-'T Name: 5���.tit OSAL ob
Address: 54 j5L jdE W.&TEAL V e. 6E�NTE<Ls[LLLAddress:
Phone: Phone: '1(0 2-
FAY: FA..::
V-tRt 4NCR FROM R£GULATl�!List Res� RF gSOti FOR yARIA\CE f.titay aUch if more sp _c?e:dcd)
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be cump•tr_J,.ti c e sic ersar.rec2:yin variance re :rest a licat:orri
N_ Four its)copies of plan subrr.itted finc:uding 5eetic s}'stem-plans andior restaurant`ieor pfaas)
Applicant ar:dersta ds that rhz aba^.e s -rust be-notified by certified mail at least tcn dwys prior to meting I
date a:applicant's espcnse(forT_t!e V ancYor local sewage regulation variances oily)
Full menu submitted;for_tease trap vs:iances only) '
fee collected ,@ee kres
Variance request app'icarior. yae mcdiriatlo-
l�.gene vw cYan erne+ �s�Te +rerieace er�j Ttaiee�
0•n•3v�tl]f1eCrRe�lb tsVrocsaC�:aK�.f+�.Yx vs(tilc6:O feOilr ruled se+.��e deAwi arlWns 1 r�C ew O�wL4e}.,ika ep I
Variance request submitted at'east !5 days prior to meeting date i
VA R1.41t�=APPROVED Susan G.Rask,R.S.,Chairman
NOT APPROVED Sumner Kaufman,M.S.P.H.
REASON FCR D'.SA'PROVAi_ Ralph A.Murphy,M.D.
tel.(508)362-4541
.939 main street rt 6a fax(508)362-9880
yarmouth port
mass 02675 down cape engineering
civil engineers& land surveyors
structural design
Arne H.Ojala P.E., P.L.S.
December 22, 1999 Timothy H.Covell,P.L.S.
Daniel A.Ojala,P.L.S.
land court
surveys
Barnstable Board of Health
367 Main Street
site planning Hyannis,MA 02601
sewage system Re: Variance request for Lot 70,Holly Point Rd., Centerville
designs Proposed 2 bedroom dwelling
Assessors Map 233,Parcel 40
inspections
Dear Board Members:
permits The attached is a request for a variance from Title 5 15.214(1)under 15.005
(Transition Rules). Our client wishes to permit the construction of a 2 bedroom
dwelling on a 16,007+/- sf lot at the above-referenced location. The lot resides within
a GP District according to the"Town of Barnstable Revised Groundwater Protection
Districts", dated September 1998. The area is served by town water and town sewer
is not available at this time.
No other variances are requested. This septic system could have been constructed in
complete compliance with the 1978 Code without the need for variances. Under the
Transition Rules regulation 15.005 (3) (isolated 16t),the system is designed to the
maximum extent feasible and is slated to be completed within 3 years of obtaining the
Disposal Works Permit.
On behalf of our client,we are requesting a variance from the Title 5 regulation to
allow a 2 bedroom house on a 16,007 sf lot within a GP District. In that the area
readily supports 3 bedroom homes,we feel the addition of a two bedroom home will
not appreciably add to the nitrogen concentration in the area.
Very truly yours,
Arne H. Ojala, PE,PLS
Down Cape Engineering, Inc.
cc: A. Raspante
abutters to Map 233/40 .
43 William and Edythe Gingerich,Box 508, Cummaquid 02637
59 AFR Industries, Inc., 76 Country Drive, Somerset 02726
58 Erdvilis and Ausra Janulaitis, 680 Falmouth Rd., Hyannis 02601
36 Robert E. and Joan Goldschmidt, 11 Pythias Circle,Needham 02194
ai SENDER. I also wish to receive the
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939 MWn St. _suite C
Yarmo«th Port, MA 02675
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939 Alain St. -- Suite C
Yalmouth Fort, MA 02675
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Doran Cape Engineering, Inc.
939 Main St. — Suite C
Yarmouth fort, MA 02675
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Dawn Cape Engineering, Inc. I
939 Main St. — Suit@ C
Yarmouth. Port, MA 02675
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T.O.F. AT EL. 52.5' SYSTEM PROFILE TEST HOLE LOGS
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) M.S. FARIA, SE
ACCESS COVER (WATERTIGHT) TO ENGINEER:
51.5 MINIMUM ,75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE DONNA MIORANDI, RS
2% SLOPE REQUIRED OVER SYSTEM 49 5' WITNESS:
RUN PIPE LEVEL
2" DOUBLE WASHED PEASTONE DATE: 10/28/99 I n
48.51500 /� FOR FIRST 2' \ 46.5' < 5 MIN/INCH
SED / PERC. RATE =
.49
ON SEPTIC 47.5' «� CLASS I SOILS p# 9577 0
47.75/fP
(H- 10 ) GAS TEE 0 46.0' 2' ® SIDES p
' BAFFLE 46.17' 0�0 46.0' - POND BEARSE LOCUS
2
o� y
( 7.5% SLOPE) �6" CRUSHED STONE OR MECHANICAL � o�$ 14" o g �,�`�$ 44.0'
COMPACTION. (15.221 [2]) Ma ELEV. <<
DEPTH OF FLOW = 4 (22 % SLOPE) O" 49.0' �' 49.9
3/4" TO 1 1/2" DOUBLE WASHED S s)NE T
TEE SIZES: O/A O/A Iplo
INLET DEPTH = 1 O ' SL SL
OUTLET DEPTH = 14 6" 1 OYR 3/6 6„ 1 OYR 3/6 LOCATION MAP NO SCALE
FOUNDATION- 10 SEPTIC TANK 6' D' BOX 2 FAAI !ING 5 B B ASSESSORS MAP 233 PARCEL 40
c �Ir
18» 10YR 6/6 18" 10YR 6/6 ZONING DISTRICT: RD-1
C1 Cl YARD SETBACKS:
MED/COS MED/COS FRONT = 30'
BOT. TH 1 = 39.0' 42" 10YR 5/6 42" 10YR 5/6 SIDE = 10'
C2 C2
REAR = 10'
FS PLAN REF. - LCP 20239C
FS
52" 10YR 6/6 52" 10YR 6/6 FLOOD ZONE: C
.,-40 / C3 C3 GP DISTRICT
N tX 4 MED/COS MED/COS
o°° 43� / 66" 10YR 5/6 43.5' 66" 10YR 5/6 44.4'
----4 4 s` C 4
C4
---__� f\46. PERC ® COS COS
10� A, 120" 2.5Y 7/4 39.0' 120" 2.5Y 7/4 39.9'
LO 74 �' � S � TH1 A8 NO WATER/NO MOTTLING NOTES:
16,0 sf / RE \. APPROXIMATED FROM HYANNIS QUAD
0.37 c. �1 _ 79 SEPTIC DESIGN' (GARBAGE DISPOSER IS NOT AI_tCWED ) 1 DATUM IS
S4 DESIGN FLOW: 2- BEDROOMS ( 110 GPD) = 220 GPD 2. MUNICIPAL WATER IS AVAILABLE
USE A 220 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
6' 220 440 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5' REMOVAL OF UNSUITABLE SOIL p SEPTIC TANK; GPD ( 2 ) =
REQUIRED AROUND PERIMETER OF 5. PIPE JOINTS TO BE MADE WATERTIGHT.
SYSTEM DOWN TO COARSE SAND LAYER. 1500
REPLACE WITH CLEAN MED. SAND PROP. 2 BR W USE A - GALLON SEPTIC TANK
\ DWELLING --- 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
TF = 52.5 LEACHING:
ENVIRONMENTAL CODE TITLE V.
78 �gJ 2(21.75 + 8.83)2 (.74) = 90 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
ABUTT. SIDES:
USED FOR LOT LINE STAKING.
)
PAVED DRIVE 21.75 X 8.83 .74 `
(
142
BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
o 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
............: TOTAL: 314- S.F. 232 GPD
b�`� N' USE 3 HIGH CAPACITY INFILTRATORS WITH 3' STONE INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
AT SIDES, 1.5' AT ENDS AND 14' UNDER
........_.........,.
� Q0
STONE , : .` �° LEGEND
SITE AND SEWAGE PLAN
WALL 10� -BENCHMARK - NAIL SET IN UTIL. [DOLE 100.0 PROPOSED SPOT ELEVATION OF
ELEV. = 46.95 (AssMD QUAD) LOT 70 HOLLY POINT ROAD
oAD 100x0 EXISTING SPOT ELEVATION
O t� IN THE TOWN OF:
EOG'�- 0 100 PROPOSED CONTOUR ( CENTERVILLE) BARNSTABLE
L� 100 EXISTING CONTOUR PREPARED FOR: ANTHONY RASP AN TE
30 0 30 60 90
BOARD OF HEALTH
APPROVED DATE MA SCALE: 1" = 30' DATE: DECEMBER 20, 1999
TITLE 5 VARIANCE REQUIRED: 15.214 (TO BE
ALLOWED UNDER 15,005, TRANSITION RULES): TO off 508-362-4541
ALLOW A 2 BEDROOM DWELLING ON LESS THAN AN fox 508 362-9880
ACRE (16,007 SF) IN A ZONE II I rc_'
P�IN U ARNEARdown cape engineering, inc, ��l OJALA
H. � CIVILvi
OJALA
_ CIVIL ENGINEERS No,26 46 No.30792
LAND SURVEYORS Fss�pfCt
99-30 > 939 main st. yarmouth, ma 02675 ARNE-H. OJALA, P.E., P.L.S. DATE
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