HomeMy WebLinkAbout0054 CIRCLE DRIVE - Health 54 T DRIVE
Hyannis
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228 036 y
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BOARD OF HEALTH
ABUTTER NOTIFICATION LETTER
November 17, 2008
RE: 54 Circle Drive, Haynnis,MA
Public Hearing
To Whom It May Concern,
As an abutter of a proposed septic project,please be advised that a variance application has been filed with the
Barnstable Board of Health.
APPLICANT: Linda Childs
PROJECT ADDRESS OR LOCATION: 54 Circle Drive
Hyannis, MA 02601
ASSESSOR'S MAP &PARCEL: Map 288 Parcel 036
PROJECT DESCRIPTION: Proposed Septic Upgrade
APPLICANTS AGENT: A&M Land Services
618 Main Street Unit 3
West Yarmouth, MA 02673
508-771-5263
PUBLIC HEARING: Barnstable Town Hall
230 South Street
Hyannis,MA
DATE: Dec 9, 2008
TIME : 3:00 PM
Note: Plans and application describing the proposed variance are on file with the Barnstable Board of Health.
�tDiE Tpy� DATE:
FEE: lS
BARNSTAB14
MASS.
139, `� REC. BY
°r-t��' Town of Barnstable
O SCIiSD. DATE:
Board of Health
200 Main Street, Hyannis MA 02601
Office: 508-8624644 Wayne A.Miller,M.D.
FAX: 508-790-6304 Paul J.Canniff,D.M.D.
Junichi Sawayanagi
VARIANCE REQUEST FORM
LOCATION Property Address: rj �(Z L1 L 7�L l Lim 4-t �n A n e,l t � >f 1 b
Assessor's Map and Parcel Number: 'L7 — 0 S(O Size of Lot: Z?j,350 f s4 F'�-•
Wetlands Within 300 Ft. Yes Business Name:
No tt Subdivision Name:
APPLICANT'S NAME:_,..p1__.rA LPrnb 6m2V[C Phone SO '8 - S-4(10
Did the owner of the property authorize you to represent him or her? Yes _ No
PROPERTY OWNER'S NAME CONTACT PERSON
1 f f
Name: L %.4A Glut( 5 Name: Riu
54 c.rae art,.►- - &t V5 MA,4d n-r�
Address: ,,... rv,A o-z-6 y t Address: RZ.Vy-\ Z a! `h-2,4�71-5
r J"
Phone: sd4°. '1- 1 4L Phone: SO 8 - -7 .�Z 8
cf;
VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach ifj spa needed "
L toU -� S '
IA S W t t-*l n� 2 e s,.alr CX A;n to ((.O i I4j
1
NATURE OF WORK: House Addition 1300000 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
(for Title V and/or local sewage regulation variances only)
_ Full menu submitted(for grease hap variance requests only)
_ 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])
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 Junichi Sawayanagi
i
EXCERPT FROM THE BOARD OF HEALTH MEETING MINUTES 12/_09/-2008..
C. Mike Aucoin, A&M Land Services, representing Linda Childs, owner— 54
,,�Crcle Drive, Map/Parcel 228-036�yannis, 0.53 acre parcel, three
variances regarding setbacks of SAS.
Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board
voted to approve the variance with the following conditions: 1) Replace both tank
and pump chamber with watertight monolithic tank, 2) pyovide buoyancy
calculations for both, and 3) Effluent filter must be shown on the plan.
(Unanimously voted in favor.)
i '
a i
I
MAXIMUM FEASIBLE COMPLIANCES EXCAVATION NOTES
1.) VARIANCE TO THE 10' SETBACK BETWEEN THE EDGE OF THE LEACHING FIELD .
AND THE NORM RL-'PROPERTY LINE. A —dL— SETBACK IS PROVIDED. 1) EXCAVATE ALL MATERIAL ABOVE SOIL HORIZON C (SEE DEEP OBSERVATION
!Cr
A 2' VARIANCE IS REQUESTED (TITLE 5 SECTION 15211(1)) HOLE LOG) AT APPROXIMATE ELEVAT70N 13.2, FOR A LATERAL DISTANCE OF 5"C2) VARIANCE TO THE 10' SETBACK BETWEEN THE EDGE OF THE LEACHING FIELD (WHERE POSSIBLE) IN ALL DIRECTIONS BEYOND THE OUTLR PERIMETER OF THE SAS.US AND THE RIGHT OF WAY. A 3.5' SETBACK IS PROVIDED. 2) FILL MATERIAL SHALL CONSl5T OF CLEAN GRANULAR SAND FREE FROM ORGANIC
A 6 5' VARIANCE IS REV UE,�TED (MIE 5 SECT70N 15.2110)) MATTER AND OTHER DELETERIOUS SUBSTANCES, WHICH MEETS THE �tD •0) 3.) VARIANCE TO THE20' SETBACK BETWEEN THE EDGE OF THE LEACHING FIELDons l CRITERIA PUT FORTH IN SECTION 15.255(3) OF TITLE 5AND THE EXISTING BUILDING. A 15' SETBACK IS PROVIDED.A 5' VARIANCE LS REQUE.>'TT'D (TITLE 5 SECTION 15.2110) 3) SCARIFY THE BOTTOM SURFACE OF THE EXCAVATION PRIOR TYl PLACEMENT
DF FILL INTO THE RETAINING STRUCTURE.
4) PLACE FILL ONLY WHEN BOTTOM SURFACE IS DRY.
Beach .Rd �i 13 11' Map 288 Parcel 37 Prop.DE—6
D—Box Pump, crush, sand fill and remove
Locus Map existing cesspool per Title 5
N.T.S.. / l Pro 1�`S %
/
/ 1 000 Prop. SAS
Gal / �5�
/ > '_ 1 i 1 1y.5) 12 C—4 Panels Area = 24 x 16
�Shed '
, Chamber /. 3i a �e �
Shed r . . See Exca va tion Notes
' . :::. 6.
� 7 (16.6)
Simmons Pond / ��, h2� •:.:
6) Proposed RA
Pond Level El = 7.3 Staked Hay Bails l a :�: 5' / jN OF pd_
Aug. 15, 2008 ' Lot 4 and Silt .Fence /• p i o �Ps
�: :: TH :'r R = 55.00 p Eli
= 28.11' M. V, EDWARD
2�3, 330± S . Ft. l � ..• MEYER: A.
q Pro 1, 500 / o (� s�oE
l P l: 5� ���:.:. Prop. 4 No. 1140 .;1
/ Gal S— Tank Mil Lin ,
' 16.7> 3f Off
tall Co.
Grade ti y 16 erc IA
6. I e
(16.4 D #1 I U�
Connect Plumbing to V� � I 1 '�
/ ti / Pump, Crush, send / o°vet �x'j�t 6a er Owner of Record
/ fill and remove \ (Full Foundation) "e O 4�4_ Linda Childs
eXistln CeSSpOOl.S� ��� �� Deed Reference
per Ti le 5 / Abandon_ ting 6 16 ~ Bk 7326 Pg. 332
Outlet
�1 Plan Reference
Bld 54 I PI Bk 76 Pg 97
4 dl TBM To Step I
0 Sill El = 17.15 El = 16.90
ASSESSORS MAP 288 LOT 036
Sep tic Upgra de Repair Plan
/ 116) / / 116 �1� 1 116 0 I I t In
Hyannis, MA 02601
Garage
561 I Located At
54 Circle Drive
�31) ti 6� 91
Hyannis, MA 02601
Applicant
133p 5>� - I Linda Childs
Top CB/DH NCI N� ` 66� 54 Circle Dri ve
Map .288 Parcel 33002 EI = 15.50 (�° N/F 1
Hyannis, MA 02601
Linda Childs Bk Cent Rim sl
El = 15.64 Ca&h
GRAPHIC SCALE Map 288 Parcel 206 Basin1 SCALE- 1," = 20' DATE- Sept. 22, 2008
x 20 0 10 20 40 80 PREPARED BY.
1 A & M Land Services
Top Fnd BRB �001 618 Main Street Unit 3
rk E1= 15. 70 West Yarmouth, MA 00673
( IN FEET } h Ph. (508) 771-5263 (508) 737 1777
1 inch = 20 ft.
Dwg. ,f 5049Adwg
5
iser
TOP OF FUUMA77ON to Bo R 6"oftgra i n 3' 15'
M; =1715 EXISTING GROUND SURFACE EL _14_4t- Install alarm & con
trol Proposed 4'Obs Port
_.' bog inside of bldg. D-BOX 16.85 w Sores Ca
Install ilFit
Clean Out 14.4f Expander (DB 6) Cultec f410.
To Ora a 16 Run To 14.0 (2"z4) F7lter Cover �' o
S _ to Tee p (See D9taBJ� 16.05 Height e
- 0.04E To 12.76FDh
LIQUID LEVEL e 137INVERT EL 10' 1180 INVERT EL 11.72o.aka11.515 87 P4'MmLevel >5.35 jeyej 24 i�
INVERT EL 'BOOT' EMERG woiHOLE 1/4' INVERT EL o O_1aP 15.35
E87stIZII� 14' 9.03 STOR m�- 6'STONE RAM
Tb Remain ALARM ON LEVEL VEGAS BAFFLE AT OUTLET ORD 15.70 160 LEACHING FACILITY BOTTOM EL
13.0 PUMP ON LEVEL 8.60 �� FLOAT INVERT 0.w Twelve 4=0"a B=0"s 6-1/2"
INVERT EL H-10 PUMP OFF LEVE B.S4 _ WwTROLS96" effective Length 'G o EL 12.0
Bot 8.46BOT INS l0'Seep a Na° CulteG C4"Panels
O BOT EL F SEWAGE PUMP, GOULDS 6
OOOOGiO O O 000 Node( 2 WD 1/3 HP I 3 - 10.__.1 ESTIMATED HIGH GRWND WATERdj Up 3.9)
6' Crushed Stone pro Used 1,500 Gal 6' STONE BASE 4'XB'X16' SOLID OR EQUIVALENT) 570.01 0.01 I GROUNDWATER
p 3/4' TO 1-1/2' DIA. CONCRETE BLOCK S= aw EL 5•7
Septic Tank H-10 2 RED. BOTTOMTS TEST
HOLE
� 16' � � 2 0' � Proposed 1,000 Gal
Pump Chamber Plan View Cross Section
S = 0.04 S = 0.04 N.T.S. 4'Obs Port
Shorey Precast Plan View „/screw cap to grade N.T.S.
N.T S. z4'
2nd Floor Plan Waterproofed xorz Pl -I 48" Cultec 410
Tee 36„ OC rFflteJ cloth
b PUMP AND ALARM NOTES Storage Cale # 2" (DB 6) O O
Bdr Bth lb 0.7 x 250 gal/ft = 6759 > 4409 O.K. F.M. 4
q 1) PUMP MUST RE INSTALLED ACCORDING TCl MANUFACTUERS _ >__Pander 3"Eff.-/
J .h SPECLFYCATIONS. Pump Cala (,,Z x4� Plug Arm 24'Overlap at and y(a 24"Overlap at and
-ia 2) USE AMER OR GOULD 1/3 HP PUMP, OR EQUIVALENT ® 50 rpm 7.53' + 3.68' = 11-01 < 13.0 Total Hd D-Box of panels prior to boaYfilr of panels prior to bacaaxD
v.
Bdr i 3) PUMP MUST BE CAPABLE OF PASSING 2"SOLIDS I (DB 6) for bpleab Guard
q 4) ALARM MUST BE WIRED ON SEPARATE CURCUIT FROM PUMP. 44014 Cycle = 110 < 1159 cycle pro vide
f4 5) ELECTRICAL WORK TO BE INSPECTED BY WIRING INSPECTOR a 46 x 2509/ft = 1159/cycle > 1101cycle
6) ALARM MUST BE LOCATED LN THE HOUSE Cul tec C-4 Notes
1.) CULTVC#410 FILTER CLOTH MUST BE UTI ,W TO
DESIGN DATA NADU"CULTEC PERFURMANCE STANDARDS
CULTEC
1st Floor Plan C4 P Y19"MaW OFHOLD#410 TER RLAP LOTH 2.0 ACT AS PLASH
GUARD AT ENTRY INVERTS
Number of Bedrooms: 4 3) FILTER CLOTH TO BE INSTALLED SMOOTH TO RIDGED SURFACES
Bdr Garbage Grinder: 1 NO OVER CULTEC C4 PANELS, CONSULT MANUFACTURORS REP/DEALER FOR
PROPER WIDTH AND LENGTH SIZING AND OVERLAP
KI
Breeze Din t Design Flow: 440 ONE 4"DIA PORT TO BE UTLILPLID NTIH 4: DIA PVC PIPE INSTALLED
1!1
We YI" FROM BOTTOM OF SAS (FIRST 10"PERF) 71? COUPLE AT TOP OF PANEL AND
(110 Gal/BR/Day:Number of BR) EXTENDED WITH SOLID PIPE TO GROUND SURFACE CAPPED WITTY COUPLE AND
CL Septic Tank ) 1,500 SCREW TOP LOCATED AT CENTER OF LAST PANEL
Bth Owner of Record
Garage Li v ( � = Design Flow:zooz) Gal. Linda Childs
Bdr#Z Per REP title 5 310 CMR15.0 Mod.Cart. for Gen Use of Cultec C4"Panels
Leaching area: Deed Reference
6.7 SF/LF x 96 LF = 643.0 SF Bk 73e6 P9 332 ASSESSORS MAP 288 LOT 036
STANDARD NOTES Long Term Acceptance Rate (LTAR):x0.74
Plan Reference
Leaching Area Design Capacity.. 476 GPD PI Bk 76 P9 97
1) TIBS PLAN IS!FUR THE 6W/REPAIR OF A SEPTIC SYST" (Sidewall Area + Bottom Area) a LTAR .- - Sep tic Upgrade Repair PI a n
2) ALL INSTALLATION PROCEDURES AND MATERUIS SHALL CONFORM TO 370 CMR 15.000, 7NE STATE"MONMENTAL CODE
777ZE 5, AND THE 2YIWN OF Barnstable SUMURFACE DISPOSAL REGL2ATTONS. 1n
3) NO DETERMNABON HAS BE1 V MADE AS M COMPLIANCE OF AVAD,ABLE PROPERTY R,7VRMA770N W17H RECORDED DEERS 476 GPD Provided - 440 GPD Required -36 GPD Reserve Hyannis, IYIA 02601
OR ZONING REGULATTONS `LN OF A(q.o C Y
4) EMS PROPERTY 75' SERVICED BY TOWN WATER �"�19
5) THERE ARE NO KNOWN WELLS WITIIDY 100'OF TTIE PROPOSED SOIL ABSORPTTON SYSTT'M � � � •Z► y � � - Located 'A t
B) ALL COVERS OF SYSTEM COMPONENTS SIIALL RE RROUGHT TO WRMV 6"OF FTNLSXED GRADE DEEP OBSERVATION DEEP OBSERVATION �� 54 Circle Drive
7) ALL SYSTEM COMPONMM SHALL, IN REMA ACCESSIBLE FOR INSPECTION NO STRUCTURES SHALL BE LOCATED DLRE=Y
UPON OR ABOVE TAW COMPONENT ACCESS LOCABONS, WHICH WOULD BVYZR ERE WTTTI THE PERFURNAArCE ACCE= B✓SPEC27ON HOLE LOG HOLE LOG EYER Hyannis, MA 02601
PU",WG OR REPAIR No. 1140
N) NO DRIVEWAY, PARM YG OR TURNING AREA, OR OTTER AIPSRV70US AREA SHALL BE LOCATED ABOVE A SOIL ABSORP770N Test Hole f1 Test Hole #2 Applicant
SYSTEA[ EXCEPT WIIDY VENTBYG HAS BMV PROVIDED. (EL = 16.2 t) (EL = 15.4 f) G PP
9) SEPHC TANKS, GREASE TRAPS, DOSING CHAMBERS AND DMRIBU770N BOXES SHALL BE PLACED ON A 6'SIVTNE BASE Drg� 61e� Hart-. r n Dt.1 r� .vim ��„ � � t��� ^ � Linda Childs-
2U ENSURE STABILITY AND PRM7rr SE7TLA'G. rt (USDA) (M-U) (USDA) (I1-11) NITARI�'a
10) OUTLET DMR&V770N LaES SHAM REMAIN LEVEL FOR A AONIMUM OF THE FIRST TWO FEET OF 2HUR LENGTH 0 - s" 15.7 A LOAMY SANDY IOYR411 0- 24" 13.4 Fill - �l+�� 54 Circle Drive
11) ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H--10 LOADING UNLESS TREY ARE UNDER OR WITIIDV 10' s" - 26" 14.0 B LOAMY SANDY f0YR6/6 '1 24" - 26" 13.2 B SANDY LOAM loym/6 Hy annis MA 02601 -
OF DRIVEIPAYS OR PARKING OR 77/RNINC AREAS, DV WHICH CASE H-20 COMPONENTS SHALL BE USED 26" - 126" 5.7 C MEDItOARSE IOYR716 .26" - 120" 5.4 C MEDItOARSE IOY7t716 ESN OF hIA8 r
12) ALL BUMANC SEWER L SHALL HAVE AN INNER DIAMETER OF 4"AND SHALL BE CAST-IRON OR SCHEDULE 40 PVC. SAND SAND �� S,
INES 9cS 13) THE DEPTH OF THE TOP OF ALL SYSTEM COMPONENTS SHALL NOT EXCEED 36' UNLESS VENTTNG HAS BEET'PROVIDED � G SCALE = N. T.S.� DATE.- Sept. 22 2008
14) IN THE AREAS OF MrAVA710N, EXISTING GRADES SHALL BE RE9:STABLLSMW UNLESS NOTED AS PROPOSED CONMURS O EDWARD N
�
15) IFSOILS ARE ENCOUNTER®DURING THE E>!CAVATTON OF=SOIL ABSORPTTON SYSTEA( 7TlAT DIFFER NOTABLY FROM o A. cn PREPARED BY
7RE DEEP OEISERVATTOM HOLE LOG, CONTACT A &M LAND SERVICES AND 2VWN BOX BEIURE PROCEEDING. Deep Obe Hole Date: 81,15108 Deep Ot.Hole Data: 8/18/08 U STONE
Son Evahotor. ED STONE Son Lhaluat- ED STONE
< ts) CON7R9C7T1R 7U VERIFY LOCATTON OF ALL UNDERGROUND U77L7TL45 PRIOR 7U CONSTRUCTION Witass d Br. D-„a Mie,a„di Iy�„ed BT Doane Midi o No. 2�880 o A & M Land Services
'1 17) CHANGES OR REVISIONS 710 SEPTIC DESIGN ROPUME NOT77CA770N P.-Rate: <2 AUN17N O 52' - Para Rat.: � 'Q �'��' 618 Main Street Unit 3
Soil Survey Deacriptloa: CARVER ! Son Survey Description: CARVER
M 2V A&M LAND SERVICES AND 219WN NOR"R REVIEW AND APPROVAL G T - West Yarmouth, MA 02673
Geologic Ifnterlal• euart aor►ava sos8rws Geologic 1lnterlal• cFrvrF avnays rn88usr s /
18) CONMC7V➢R SHALL NOTIFY TowN AND DESIGN ENGRWR AT LEAST Depth to Standing hater. 118" EL-6.4 Depth to standing Water. 108" EL a 6.4 / 6
t 24 - 4N HOURS PRIOR TO WPLMON(S) Depth to Weeping water. NA Depth to Weeplog Water. NA Ph. (508) 771-5263 (508) 737-1777
plh fo Nottling(Color): NA Depth to ltottling(Color): NA
19)MAGNETIC TAPE TV BE PLACED OVER ALL COWOMRAW ACCESS PONYS Fat 9eeao.4 High GT Adi Up 3.9. ES=io.s Est seasonal High G4: Ad1 Up 3.9 SI 10.s
U9GS Observation well: Mu 29 USGS observation Welk Mil 29
Date of last Leasuro L July 2008 lades 8.e l.' Data of last Yeeaura t. July 2008 Inds:8.6 �it
C Adrut Up 3.9'
Commeata. Zone Comments. Zone C Ad,ud Up 3.9' 9,Z2
Dig. f 5043dwg
,I
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