HomeMy WebLinkAbout0200 HORSESHOE LANE - Health 200 HORSESHE LANE
'Centerville
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EXCERPT FROM BOH MEETING MINUTES 7/8/08: (NOTE: W/DRAWN IN SEP)
A. Rich Capen, Capewide Enterprise, representing Grazina Pileika, owner
c :200 Horseshoe,Lane7Centerville^ Map/Parcel 207/133, 10,637
square feet lot, two variances for house addition.
David Flaherty, Down Cape Engineering, represented the property for the
owner and Rich Capen. David will submit the green cards to Mr. McKean
tomorrow morning.
There is one variance missing: the.septic is less than 100 feet from the
wetlands with an increase in flow. Also, the setback variances are not correct
for an increase in flow (only for a repaired system with the same flow)
Upon a motion duly made by Mr. Sawayanagi, seconded by Dr. Canniff, the
Board voted to Continue to Sep 9, 2008 Board of Health Meeting.
(Unanimously voted in favor.)
(COMMENT.added in September: the final result: the applicant decided not to
increase the flow, so no continuance was needed.) �a.-�-
23
DATE:
!S E10
BARNsrAst.e.
MASS v i �`�$ REC. BY
Town of Barnstable
SCHED. DATE:
Board of Health
200 Main Street,Hyannis MA 02601
Office: 508-862-4644 Wayne A.Miller,M.D.
FAX: 508-790-6304 Paul J.Cannitf,D.M.D.
VARIANCE REOUEST FORM
LOCATION S�S�D� �/� C&vk
Property Address: Pl'v
Assessor's Map and Parcel Number: 2o7llSize of Lot: l0 6,37 rT"Z Y
Wetlands Within 300 Ft. Yes _ Business Name:
No Subdivision Name: �" "
APPLICANT'S NAME:T(,(/G�w W Aye �iV��N6 �lLJ ryh.0 Phone
Did the owner of the property, authoriz6 you to represent hin or her? Yes _ No
PROPERTY OWNER'S NAME CONTACT PERSON
Name: ZLIN►Q" l L�t k� Name:���E� �1I(ItVC [Al'k
Address:_ � � ,`�► ' Address:
�/. 1L9r�0�LQ� G O!v/ ' J
Phone: Phone: ���
VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed)
310 CMJ2
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NATURE OF WORK: House Addition ❑❑❑❑❑ House Renovation ❑ Repair of Failed Septic System
Checklist (to be completed by office staff-person receiving variance request application)
Please submit copies in 4 separate completed sets.
Four(4)copies of the completed variance request form
�( Four(4)copies of engineered plan submitted(e.g.septic system plans)
Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)
Signed letter stating that the property owner authorized you to represent him/her for this request
Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (forTitle V
and/or local sewage regulation variances only)
Full menu submitted(for grease trap variance requests only)
>C Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only],
outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building
proposed])
�j Variance request submitted at least 15 days prior to meeting date
VARIANCE APPROVED Wayne Miller,Chairman
NOT APPROVED Paul J.Canniff,D.M.D.
REASON FOR DISAPPROVAL
C:\Documents and Settings\decollik\Local Settings\Temporary Internet Files\oLK1\VARI�REQ.DoC
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�� l.Mir
tel.(508)362-4541
939 main street rt 6a
fax(508)362-9880
yarmouth port
mass 02675
down cape engineefing, inc.
structural design civil engineers &land surveyors Daniel A.Ojala,P.E.,P.L.S.
Arne H.Ojala P.E.,P.L.S.
Timothy H.Covell,P.L.S.
land court June 25, 2008 Andrew R.Garulay,R.L.A.
surveys
Re: 200 Horseshoe Lane
Centerville, MA
site planning
Dear Abutter:
sewage system
designs A public hearing has been scheduled for the Barnstable Board of Health to take
action on a request for variances from Title 5 Regulations under 310 CMR 15.000
and Town of Barnstable Regulations for the subsurface disposal of sewage for the
inspections proposed septic system at 200 Horseshoe Lane Centerville. The variances requested
are as follows:
permits
Variances requested under Local Upgrade Approval 15.211(1):
landscape Reduction in setback, SAS &Reserve to property line (10' to 5')
architecture Reduction in setback, SAS & Reserve to Foundation(20' to 15')
Said hearing will be held in the Selectman's Hearing; Room in Town Hall, 367 Main
Street, Hyannis, July 8th, 2008, at 3:00 pm. Please check with the Health Department
to confirm date and time.
Sincerely,
David D. Flaherty Jr., R.S.
Down Cape Engineering, Inc.
cc: Abutters
file
Barnstable Board of Health
Mrs. Grazina Pileika J
52 Portage Road
West Hartford, CT 06117
and
200 Horseshoe Lane
Centerville, MA 02632
June 23, 2008
Mr. Richard Capen
Capewide Enterprises
4507 Falmouth Road
Cotuit, MA 02635
To Whom It May Concern:
Please accept this letter as my proxy for Downcape Engineering to represent me before
the Board of Health regarding our variance fora four bedroom septic system at 200
Horseshoe Lane in Centerville.
Sincerely,
• AbutterReport Page 1 of 1
Board of Health Abutter List for Map & Parcel(s): 1207133'
Direct abutters(no set distance) and the properties located across the street.
Total Count: 6 Close
Map&Parcel Ownerl Owne.r2 Addressl Address 2 Mailing Country Deed
CityStateZip
KUHN,
207093 CHRISTOPHER P& PO BOX 1119 HYANNIS, MA USA C170416
HINCKLEY, 02601
PENELOPE
207119 GOMBAR,JOHN D& JOHN&BARBARA 775 MARSOPA DR VISTA,CA 92083 USA 12585/174
BARBARA A,TRS GOMBAR LIVING TR
MASON DAVID AIR JIMERSON MICHAEL CENTERVILLE,
207121 & A 193 HORSESHOE LN MA 02632 12883/048
207132 BROSMAN, 190 HORSESHOE CENTERVILLE, USA 10847/011
ELIZABETH A LANE MA 02632
207133 PILEIKA,GRAZINA %PILEIKA,GRAZINA GRAZINA H PILEIKA 52 PORTAGE W HARTFORD, USA 7435/178
H&VYTAUTAS,TRS LIVING TRUST ROAD CT 06107
207134 FOGG, BEVERLY A 221 OLD COUNTY PO BOX 418 E SANDWICH, 22152/174
RD MA 02537
This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a
certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is
from the Town of Barnstable Assessors database as of 6/12/2008.
http://www.town.bamstable.ma.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 6/12/2008
Town of Barnstable
�F ZNE Tp�
Board of Health
B" S MASS. ' 200 Main Street - Hyannis MA 02601
y Mnss.
i639•
ACED N1A'�A
Agreement to Extend Time Limit
for Acting Upon a
Variance Request
In the Matter of a variance request form received on '^-� a ZS
the Petitioner(s), �(PL s -far-
regarding the property at .200 ldihZan � y
the petitioner(s)and the Board of Health agree that the Board of Health has until 020 o
(insert date)to act upon the Petitioners'completed application for a variance.
In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive
grant of relief based upon time limits applicable prior to the execution of this Agreement.
Petitioner(s): Board of Health:
Signature: Signature:
Pe (e�r(s or Petitioner's Repre nt a Chairman
Print: l.o 'J• �. Print: Wayne Miller, M.D.
Date: 7A 6 t- Date:
Address of Petitioner(s)or Petitioner's Representative
Town of Barnstable
Board of Health
Public Health Division
200 Main Street
Hyannis, MA 02601
Phone: (508) 862-4644
Fax: (508) 790-6304
file q:extend.doc
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BASEMENT EXISTING FLOOR
FLOOR PLAN PLAN
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EXISTINGING �'- FLOOR PLANS off 508-3
fax 508 362-9881
2-9880
Scale:1 = 10 b
. 200 HORSE3�HOE- LANE down cape en gin eerin g, inc.
0 5 10 15 20 25 FEET CEN TER ✓ l L L Ep M/q L l VlL ENGINEERS
AND SURVEYORS
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DCE #08-042
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APPROVED 15T FLOOR PLAN. . . .
Reo5ed 4.7.05
relocated 5talr to
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PROPOSED 2ND FLOOR PLAN
REVI5ED 4-7-08
5talr to deck relocated
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PROP OSED FLOOR PLANS fox 508 362-9880
S° - ' 200 HORSL�—SHOE- LANE down cape engineering,e en in e erie , inc.
0 5 10 15 20 25 FEET CEN TER I/l L L E� MACl�//L ENGINEERS
LAND SURVEYORS
DCE #OS-042
;t 939 Main Street — YARMOUTHPORT, MASS.
ALL S`(STEM
SHALL
OMPONE
SYSTEM PROFILE MARKED WITHCMAGNETIC TAPE OR BE NOTES
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS
APPROXIMATE NGVD
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
PROVIDE INSPECTION PORT;TO WITHIN 3" OF FINAL GRADE (SEE VENT NOTE ON PLAN) 2. MUNICIPAL WATER IS EXISTING
\ TOP FOUND. EL. 24.8'
23.3' 2% SLOPE REQUIRED OVER SYSTEM 24.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. I
MINIMUM .75 OF COVER OVER PRECAST
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4. DESIGN LOADING FOR SEPTIC TANK TO BE
PRECAST H-10 �! AASHO H-10. DBOX AND CHAMBERS H-2-0. locus
RISERS (TYP.)
2'0 4"OSCH40 PVC 2" DOUBLE WASHED PEASTONE { �'{
PIPES LEVEL 1ST 2' I 5. PIPE JOINTS TO BE MADE WATERTIGHT.OR GEOTEXTI E FABRIC w
}- 21.0
\*22.19 10» 1500 GAL H-10 14» .� 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE a
WITH � Horseshoe Ln
21.33' TEE SEPTIC TANK TEE \21.08'f ° ° o'° oo o �0 310 CMR 15.000 (TITLE V.) QL
° ° ° ° ° °
GAS BAFFLE..,' °°°o°o°o°o°o 0 20.5 3 AT SIDES
,_°°°„o ° °_ 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
2.25' AT END NOT TO BE USED FOR LOT LINE STAKING OR ANY
4' LIQ. LEVEL (ACME OR EQUAL 20.71' 20.54' �$0 2 0
o0 0 000 18.5 OTHER PURPOSE. Oc oa
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4, °,°o°.�_�_�_�_� ° ° o o ° 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC.
DEPTH ES FLOW = �' 3/4" TO 1 1 2" DOUBLE WASHED STONE 9. COMPONENTS NOT TO BE BACKFILLED OR Nantucket
00
TEE SIZES: 6" CRUSHED STONE OR MECHANICAL /
CONCEALED WITHOUT INSPECTION BY BOARD OF Sound
INLET DEPTH = 10„ COMPACTION. (15.221 [2]) o HEALTH AND PERMISSION OBTAINED FROM BOARD
OUTLET DEPTH = 14" 06 OF HEALTH AND OWNER'S ENGINEER.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP
CALLING DIGSAFE (1-888-344-7233) AND
( 2.5% SLOPE) (0•5 % SLOPE) ( 1 % SLOPE) 10.5' BOTTOM TH-3 VERIFYING THE LOCATION OF ALL UNDERGROUND & SCALE 1"=2000'f
NO GROUNDWATER FOUND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
LEACHING WORK. ASSESSORS MAP 207 PARCEL 133
FOUNDATION 20' SEPTIC TANK 53' D' BOX 3' FACILITY 11. ANY UNSUITABLE MATERIAL ENCOUNTERED LOCUS IS WITHIN FEMA FLOOD ZONE "C"
LEGEND *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL SHALL BE REMOVED 5' BENEATH AND AROUND THE AS SHOWN ON COMMUNITY PANEL #250001 0008 D
PROPOSED LEACHING FACILITY. DATED JULY 2, 1992
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
99- EXISTING CONTOUR PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 12. EXISTING LEACHING FACILITY SHALL BE PUMPED LOCUS IS WITHIN AP OVERLAY DISTRICT
X say Exlsr. SPOT ELEV. AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
PROPOSED CONTOUR
SETBACKS: REQ. PROP.
11-11 PROPOSED SPOT EL TEST HOLE LOGS VARIANCES WF #78 FRONT: 20' 30.7'
THi
0 TEST HOLE
LOCAL UPGRADE APPROVAL- SIDE 10' 17.6'
2x SLOPE OF GROUND ENGINEER: ' 310 CMR 15.21 1 (1):DAVID FLAHERTY R.S., SE2755 5p REAR 10' 40.7'
unary POLE MINIMUM SETBACK DISTANCE FROM WF #7s
WITNESS: DONNA MIORANDI, R.S.
FIRE HYDRANT PROPERTY LINE TO SYSTEM SYSTEM DESIGN.
mm-NOT ALL mms'my I"°�"'MN0 DATE: MARCH 7, 2008 FROM 10' TO 5' (SAS & RESERVE)
PERC. RATE _ < 2 MIN/INCH MINIMUM SETBACK DISTANCE FROM FOUNDATION TO SYSTEM GARBAGE DISPOSER IS NOT ALLOWED
'� �,�
I ' TO 15.0' (SAS & RESERVE) \ a wF DESIGN FLOW:#80 4 BEDROOMS ® 110 GPD = 440 GPD
CLASS SOILS p# 12127 FROM 20 _
\ELEV. ELEV. 6 1 �o USE A 440 GPD DESIGN FLOW
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2
0" 24.0' 0" � 23.5' 1-7 WF #81 SEPTIC TANK: 440 GPD (2) = 880
A USE A 1500 GAL. SEPTIC TANK
LS LS 9 � ,��, #82
1OYR 3/2 1OYR 3/2 17 - LEACHING:
8" g" �g 2� SIDES: 2 (40 + 10.3) 2 (.74) = 149 GPD
B B 19 WORK\ r 0'1 �� BOTTOM 40 x 10.3 (.74) = 304 GPD
a \vti
LS LS s - FLOODZONE TOTAL: 612 S.F. 453 GPD
'o. 21 TH-4 J-e L A10 (EL. 11)
10YR 5/6 22 3' 10YR 5/6
20" \
20" 21.3 s PROVIDE VENT WITH USE (5) H-20 "3050" INFILTRATORS IN A TRENCH CONFIGURAT 0
�' \O
CHARCOAL FILTER o. Nw 144r , WITH 2.25 STONE AT ENDS AND 3, AT SIDES
AND BUGSCREEN
(FINAL PLACEMENT 3 VE 2 •0' �1 \
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132,� 13.0 120 13.5 \ `� ;,. y a \ � SUN ROOM 23 \ APPROVED DATE BOARD OF HEALTH
PROPOSED DE K • c' j
NO GROUNDWATER ENCOUNTERED \ ' ' '�`' EXISTING 3 BR
\ : DWELLING E 9
ELEV. ELEV. \ TOP OF FNDN. , e TITLE 5 SITE PLAN
EL. 24.8'
0" 21.5' 0" 21.5' \ O �. PROP. 4 ER I 1� OF
\ O. (PROP. 2ND
FLOOR OVER 10 37f SF 200 HORSESHOE LANE
c, LOT 29
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FILL FILL (CENTERVILLE) BARNSTABLE, MA
48" A B MIX 48" A B MIX \\ V 11��e PREPARED FOR
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„ 1 OYR 4/4 16 5' " 1 OYR 4/4 16 9' �0 \\ /G GRAZINA PILEIKA
60 55 \ �,
\ BENCH MARK - CORNER OF
\ N CONC. BULKHEAD EL. = 23.15 DATE: MAY 28, 2008
off\ 508-362-4541
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132" 10.5' 132" 10.5' clviL 4 �0 4 civil engineers
NO GROUNDWATER ENCOUNTERED Scale:1"= 20' �o� �sTE��° �qti � von¢ �.. land Surveyors
512$��a 939 Main Street ( R to 6A)
DATE DANIEL A. OJIALA, P.E., P.L.S. YARMOUTHPORT MA 02675
LICE #08-042 0 10 20 30 40 50 FEET 08-042 CAPEWIDE_PILEIKA.DWG (DDF)