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HomeMy WebLinkAbout0060 BILTMORE PLACE - Health 60 BILTMORE PLACE Centerville A = 174 - 007 - 018 UPC 12643 Nam EAS71NGS,M" November 16, 2011 . Rana Haidar-Murphy 60 Biltmore Place West Barnstable,MA 02668 RE: Basement Remodel at Biltmore Place Town of Barnstable Main Street Hyannis,MA 02601 I am requesting a building permit for the remodel of my Basement at 60 Biltmore Place for the pu ose of remodeling it into an entertainment room. There will be no locking door separ ing it from the residence. The bar area will be equipped with a"bar sink" for the purl lof entertaining. If you have any further questions, Please contact me at 508-404-5896. Sincerely, Rana H. Murphy .. CO � ka I r-------------------------------------------------------� , — 1 n v p 24" under cabinet 1 r---- ----------------------------- ---- ----- 1 refrigerator 1 1 '1 i Frame 3 walls and insulate t 1 p lueboard and plaster 6, ® add 2 lower cabinets �4 with bar sink (21" 4 30") 1 1 1 I I I 1 I I 1 v 1 1 I I 1 1 � I 1 1 I 1 OD , 1 p 1 1 1 1 I I LD 1 I existing finished basement 1 1 -------- 1 1 1 I ° 1 I p 1 1 1 1 ep 1 D 1 -------- ! I ' guild clos t for A/Y a ipment I p 1 1 1 -------- 1 t � p , I ' 1 � � 1 1 1 I I —————————————— -------------------------+ I t I v 1 ID ---------------' � p 1 D , D 1 ' -------------------' 1 N7.a ( `� THE COMMONWEALTH OF MASSACHUSE•TTS FE't BOARD �O^F,, HEALTH 10 OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT !cation fora rmit to Construct ( XRepair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components 6 0 LOT �,.;�-�� P Sus Q a►'I'.A, , _ j�{�wn 'sName Map/Pa e # `tl/s✓y�/vlJi�L.-�WF�,,/111� s LotT �� Telephone sta le sName _ Designer's Na )p �3� rohra t',Add ��--� >��w�-nn 'Iress ��n tf p — /� A si Telephone# Telephone# Type of Building: CA — Lot Size a lg7- Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) &44L gpd Calculated design flow ` 4 O gpd Design ow pr vided Y J__gpd Plan: Date �_ Number of sheets Revision Date aI 23 0 Title -LG 5 Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator PA ate of Evaluation S 2-& DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and fu grees not to plat the�systemoperation until a Certificate of Compliance has been issued by the Board of Health. Signed Date ZZ D r✓ � s FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 I - � ,A. ` •t . , .. ..., ,t,y... •7„*ly9]� .ram. .. ..< ._"T.. _.�� �. .. �j r �� THEttCM �M T"YJ-AS..� ]f'.�� SY OPSiH F�EEr.i � I BOARD 0>F ;4.HEALTH ofQ�cv V I APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT p =C-t­71- rmit to Construct ( )(Repairlk( ) Upgrade ( - ) Abandon ( ) - ❑Complete System ❑Individual Components t In O _ 1O Qwne's Name tox7 �l j ((y� Map/Pa I# �q/d/d(g�ess `' I t VYlr. O# (,a 4�w1,)I CAA--, Tele ' V O`5 I \ /r 1.,_Lot-# Telephone# staller's Name Designer's N m Jam`_ri?�►' > M'k Us' 13� f/1'IAa,� �T__ Address Address - g3aq 5,(0 '7-- 1494/ Telephone# Telephone# j Type of Building: a"ALLA _ Lot Size Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) i gpd Calculated design flow 4'140 .gpd Design,flow provided �. J_`gpd Plan: Date g Number of sheets Revision Date aI Z3 O 4 Title '1'-►;1.� 51J i -. Description of Soil(s)_ � 3� 3 Soil Evaluator Form No. Name of Soil Evaluator DA d Date of Evaluation 5 ?•(D DESCRIPTION OF REPAIRS OR ALTERATIONS t t.. t ' The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and fu er agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date 01 r� FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 I I t li — No. �T �OM N �A,'T OF MASSACHUSETTS FEE J_ OARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) VComplete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by. A,y or,�� �L• at has been installed in accordance with the provisions of 10 eo 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. 30 dated 2 L Approved Design Flow (gpd) Installer Jf /�- ) Designer: Inspector /n�u/ �"• en Date °� �-7 01 The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 i No. THE COMMPNVYEALTH OF MASSACHUSETTS FEE 00 r �OARD OF HEALTH. DISPOSAL SYSTEM CONSTRUCTION PERMIT *, Permission is hereby granted to Construct ( >,�<epair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at Ld�{ �Tiur•( /J/r CR as described in the application for Disposal System Construction Permit No. -Z4zl-30 dated 6 l I Provided: Construction shall e completed within three years of the date of this permit.All local co ditio� ust be met. Date Z�� Q Board of Health FORM 2 - DSCP DEP APPROVED FORM 5/96 I FORM 1255 (REV 5/96) H&W HOBBSB WARREN TM PUBLISHERS- BOSTON I 4' a.x, •. TOWN OF BARNSTABLE LOCATION 66 E ► 1 SEWAGE # ( � VILLAGE �� -!/l +�V� I/ ASSESSOR'S MAP& LOT 17 Gv-7-v/Y INSTALLER'S NAME&PHONE NO. �jd 1 C^ T I SEPTIC TANK CAPACITY l 6C�c 1,, LEACHING FACILITY: (type) C Ka 'J`-16DE-Q5 (size) NO. OF BEDROOMS Q BUILDER OR OWNER ROL% PERMITDATE: `� �6 l COMPLIANCE DATE: ItL-' 7`:�N C Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by A i -r-=- _q , L TOWN}OF BARNSTABLE LOCATION l T SEWAGE # ;41 " VILLAGE v, SSESSOF,'S MAP & LOT I7 Y—Q0J-0/ INSTALLER'S NAME&PHONE NO. � SEPTIC TANK CAPACITY 6CeD LEACHING FACILITY: (type) 0.(�\ct;i-kU&S (size)' NO. OF BEDROOMS BUILDER OR OWNER PERMTTDATE: '� COMPLIANCE DATE: t -' 7 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by i t o =41 A (0 _4f V5 ;f _ _ ► v Lli - �Q. �I`�.• IRG, ICE .� =4 I® �� -v - - y BCAL[:'�(•� I-QV A►►ROVED eY: DATE: R[V15ED DRAW WO MBER t� •*4r Q ° h _ C�l flu w - - -- -�- - of�2N/ vo5A5�11-- m��� V - r= ft"e ot5 -- -- -- . O ��►�.�-�'1:I:`ice�r+�%�!��' -" _ Y '•_ ►'^^t' --.... { DATE! REYMLD lJ- {II DATE! R' •, /� DRAWWyG/�1UMBER T6 ' • �(,"� lJ lI/'„\�I/ '"��I�Y Vet(�f/�'/ 1 ... • ; TOP FNDN - 89.0'' --ACCESS COVER TO WITHIN 6" OF FIN. GRADE i GROUND SURFACE A1 86:0 AccEss COVER (WATERTIGHT) 10 D.A. OJA_L A�, _SErNGINEER -_ WITHIN 6" OF FIN. GRADE GR0110 SURFACE AT 82.0 Y -- Fa r JERlY DUNNING _ e s WITNESS. G. _. MINIMUM ,75' o;: COVER OVER PRECAST 2`m sLOI�E 'I�Ec�uIr�ED ovER SYs�rrwM � • � �.-..._----- �} RUN PIPE LEVEL 2" DOUBLE WASHEI) PEASTONE � DA,T�: 5 26 98 84•.0' rI__ _ �.. -, FOR FIRST 2 _ C 2 MIN/INCH MIN TON � PROPOSEDtQO MAX.. --- REF�C. ATE r� - -�--�-- r,ALLON SEEPTIC P ._ I,TEE I i S 916 3 a ; 5.25 , CLASS - � :a ._ OILS P f� _ � � C I YANI-; (H�- 10 ) GAS �s ,.���� 79 0' � _ ,�.____. �, � w.Orur BAFFLE 7' ,«� CJ Crl C� _' _ AE I0,1 � -- ` , 7 S r 17 C1 C1 C:� 1�J . � C.� CI f_�I L:_.:.1 4� ,� 6" c�zusHca srnrl OR MECHANICAL E� Q ED = � C3 0 C1 CJ Y �Pf ELEv. F_LEV. DEPTH OF FLOW � _ COMPACTION. (15.221 [2]) �cs ' e, � � � C Qn � 2 � cac� I� ao � > � 76.17 _ 0' Sa.o Q3.Q' i EE SZkS; 4 INLET DEPTH � . 1� 3/4„ TO 1 1/2" DOUBLE WASHED STONE CUTLET DEPTrs -. __ _ O 2 0 . 2" LOCATION MAP Nn �,cAEr (MIN 2% SLOPE) (15% SLOPE) (MIN 1% SLOPE) E LS E LS k 4" 2.5Y 6/2 4„ 2.5Y 6/2 NDATION 16'--_-_-SEP TIC TANK 26' D' FOX 13'--- LEACHING FACILITY R 7.17' ASSESSORS MAP 174 PARCI.L D B LS ZONING DI STRICT: RF" LS YARD SE"FFIACKS: » � _, � � 10YR 5/6 28,. 1QYR 5/6 80.sj7' FRONT =- 30' SY IM 36' 77.0 '* (NOT TO SCALE) S I D .- i C) �H -1 69 0, C1 C REAR 15' LS PLAN REF. FLOOD ZONE* C 2.5Y 7/2 MED/FINE 60" SAND WAIVER GRANTED BY F'I_ANCJING F30AFf) C2 2.5Y 7/4 a;1.54 FS CL e g7.>z 2.5Y 7/4 C i ", c3C> SE1 132 69.Q 138 71.5' _ 1196..5 ; � NO WATER ENCOUNTERED E 1 TEST HOLE LOGS & 94.9e -- ---- (NOT TO SCALE) � � ' 1 ��•� � C1G1_ i� !.` ;'' , TIC 21 ash;n 93.4a NCTE.S \ PROPOSED � \ s I HOUSE 0 , »78,42\1 7 �,� \ `'� \21,24 t SF 7. o - 1 DATUM IS ASSUMED 90 {-� TIC SYSTEM DESIGN DATA AVAII_ALiLE PR 7SD 90.E _ rMUNICIPAL WATER IS _ _ _ 1, 1 DRi 0A6 3, MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. r652 �` �` 88 SEPTIC U LSIGN: (GARBAGE DISPOSER IS N9.I._�.Ll,.4Y�El \ GAFAGE �` -- _____ _. _---- -- --- 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASI-10 H--1-Q**�:_ �----- 1" 69, DESIGN FLOW: 4. BEDROOMS ( 110 GPD) - 440 GPD 5. PIPE JOINTS TO BE MADE WATERTIGHT, 86 USE A -A,!1,-0 GPD DESIGN FLOW 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE .WITH MASS; " s106 `" ^ ENVIRONMENTAL CODE TITLE V SEPTIC TANK: 440 GPD ( 2 ) = 880 84 -- 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE st•�Fi '` c -- s.as _ 1 Op USED FOR LOT LINE STAKING, USE A _ GALLON SEPTIC IC TANK 77.44 c '`�-• .. � '' .�.. ;. --_., - 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40---4" PVC. 4! �'0 ` •�..>r �•-- A �-- --- 82 Lf;'AC H I N C L _ . `' 2'33,5 + 12.83) 2 (.74) - 137 9. COMPONENTS NOT TO BE BACKFIL.LED OR CONCEALED WITHOUT SIDI S: _ INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED / \ 33.5 x 12.83 74� = 318 FROM BOARD OF HEALTH: BOTTOM: . -_. _��._... E RESPONSIBLEI' R VERIFYING THE 1 Q. CONTRACTOR SHALL BE 0 _- 79.73 / .,,78 TOTAL: E,i15 S.F. 455 GPD / - - LOCATION OF ALL UNDERGROUND �r OVERHEAD UTILITIES PRIOR ' r US �500; GAL: LEACHING CHAMBERS WITH 4' TO COMMENCEMENT OF WORK. 79.70 `� ✓' ~ STONE AFL AROUND �- 76 STONE - -------~ ** IF VEHICLE LOADING EXPECTED �� ;, M-20 COMPONENTS REQUIRED �-- KCAL 10 76.E LEGEND - 100.0 PROPOSED SPOT E.�'EVATIC,N 1 + E +� ,PSI " P� TrST HOLE EXECUTED IN AREA of PRIMARY SYSTEM 77.e5 � 100x0 EXISTING SPOT ELEVATION OF pJ YIELDED SUITABLE SOILS TO 12' Off 4>3-362-e54, L 0 T G B I L TM CCU R E PLACE 74.97 1 Q(] PROPOSED CONTOUR fax 508 362-9880 IN THE TOWN OF: - - 100 - - EXISTING CONTOUR dawn cape cnganeering, .inc. (CENTERVILLE) BARN STABLE TEST HOLE PREPARED FOR: �t� �) �s s����v�- -.. r TH1 CIVIL, ENGINEERS :';r� nrnir � m MAINE POST AND BEAM Ar�N la. F. ',:. _- ---W PROPOSED WATT R ,�INE LAND L7F4VEY C�1S rr � OJALA a C�aAr r� , ». 3Q 30 fi0 90 ,;... 11, civil.. 939 main st. yarmauth, ma 02675 _ _ 1� .3o� z _ . ,•� � BOARD OF HEALTH _ . ., _ SCALC.:_..�._.�._- DATL:::.,..._�. ,AUGUST -4, 1�199,____ _ .9 .A�; J�s' 1. OJ.�LA, ', ;., P. .S. IAA ES � A A�'I ROVED DATE Rlvv, c)1/23/g1 REV, 1?./'�/ar I wl 11 01 Bal-listalAc F;1 Department of Health,Safety,and Environmental Services d„rr Public Health Division Date 367 Main Street,Ityannis MA 02601 l ers }r►tuterH NAM Date Scheduled Time j6A.a,n Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: 1A N 1 C� O.S�1,� Witnessed By: �-Y Jv N't N 6- LOCATION & GENERAL INFORMATION Location Address L,6T (� -bit.-`t Nora- p Owner's Name IIZI4ML. -i1.e7S �C-V•.l0 CtL) -eNtw4,TP0b-tC- W00t>-'-- `-JiR D1V• Address O -P1r t MA 4.0.VJCr 4'%\0 1)' Assessor's Map/Parcel: )-I L U-7 XV( Englneer'a Name c Iv to JE�N(-\N nqlonlol�' NEW CONSTRUCTION V�" REPAIR Telephone 0 tj 0'W — `L— 4 5AA I Land Use A-t-� Slopes(%) D 1 Surface Stones Distances from: Open Water Body It Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes dt pere testa,locate wetlands In proximity to holes) t..QT" "7 L. ­114)° �C TH 2 I r l�T 6' ! 31 ' Q' 14) LOT S> Parent4material(geologic) �CS�`^ SAND � "" Depth to Bedrock '2X0 Depth to Groundwater: Standing Water In Hole: Weeping ftom Pit Face Estimated Seasonal High Groundwater Nf DETERMINATION FOR SEASONAUMVsH WATER TABLE Mcthod Uscd: Depth Observed standing In obs.hole: In. Depth to soil mottles: r— In. Depth to weeping from side of obs.hole: In. Groundwater Adjustment — ft. Index Well p___. ._ •Rrading Date:u Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST "° <'twe`: = q me: 10 fi Observation Hole p Time at 9" Depth of Pere _�- �& Time at 6" Start Pre-soak Time @ Time(9%6") End Pre-soak RateMinAnch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) AJ Original: Public Health Division Observation Hole Data To Be Completed on Back—� Copy: Applicant 1101e# UII,GP O11SEA(VATION HOLE LOC soil other Soil'I'cxture Soil Color Depth from Soil I lorizun (Munsell) Mottling (Structure,Stones,Douldercs. (USDA) Surface(in.) 0 .2 2-`� E 10 Sib V,o+t LA-36 fcF.o¢ G� S.a4 oi= iHl + �& G p G \ )-y.�c k. LZ FINE SANS . 1101e# 'Z llccr O�sr"OATION 11oLC LAG So;l other Soil Texture Soil Color Mottling (Structure,Stones,Douldercs. Depth from soil Ilorizon (USDA) (Munsell) Surface(in.) ------------ O 2 -Sy 6/Z E LAP M FsAt 2-�y liole# Ul?.la' d11SCItVAT1OiY IIOLC LOG Soil other Soil Texture Soil Color Structure,Stones,Douldercs. I)cpdr from Soil Ilorizon (Munsell) Mottling (USDA) Surface(in.) -------------- I101e# DEEI' OBSERVATION 11OLC LUG Soil other L(USDA) exture Soil Color I)cpllr from Soil I lorizon (Munsell) Mottling (Slnrclurc,Slog es,Doulderes. Surfncc(In.) r year flood boundary NO— Yes ,/— Above S00 y / Within S00 year boundary No ✓ Yes Within 100 year(food boundary No Yes — terial exist In all areas observed throughout the Does at least four fee t of naturally occurring pervious ma area proposed for the soil absorption system? If not,what Is the depth of naturally occurring pervious material? (dale)I have passed assed the soil evaluator examination approved by the certify that on �V Dc artment of Environmental Prote ction and that the above nna 15s.017. fw performed by me consistent with P Ilir rrnulretl Ir-''"' '" f.XpCrtISC ali(I !`�1iCr:�"r'.�:C described m 3 CMR