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HomeMy WebLinkAbout0033 QUAIL LANE - Health 33 QuailLane A —287 — 107 001'' - n I f .; �; Fee Y No. ` BOARD OF HEALTH TOWN OF BARNSTABLE ZippYicatiott:for Yell Cow5truction Permit Application is hereby made for a permits t9 C� onstruel ( lter( ), or Repair( an individual well at: Location-A dress Assessors Map and Parcel Owner / ,,Address 1 z%L(.� Installer-Driller Address Type of Building / Dwelling C� Other-Type of Building No. of Persons Type of Well/ Capacity Purpose of Well Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of fiance has be issued by the Board of Health. J Signed �S V40.t ),0 late Application Approved By Application Disapproved for the following reas Date Permit No. Issued Date -- ------------- ------------------------------------------------ -------- -------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed Altered( ), or Repaired( ) by i Installer at has been installed-in accordance with the provisions of the Town of Barnstable o owe Private Well Protection Regulation as described in the application for Well Construction Permit No. �,� Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector Fee BOARD OF HEALTH �`?a, TOWN OF BA�R'NtSTXBLE 01ppYication for eYr Cou.5tructiott Permit Application is hereby made for a permitjo' Conspct(I - 'Alter( ), or Repair( an individual well at: Location-Address }y r / t 7 Assessors Map and Parcel Owner Address Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well d(J Capacity Purpose of Well / ynrl Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the ' Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees-not to place the well in operation until a Certificate of Cb liance has been issued by the Board of Health. Si ne i JS g .1 Al F Dated Application Approved By VV V V L/ bate I Application Disapproved for the following reason Date Permit No. J 0 Issued L f/ Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(y/ Altered( ), or Repaired( ) by t�`l d Q1114 /W,�Ll( ���� / Installer at has been installe in accordance with the provisions of the Town of Barnst bl ; or of Private Well Protection Regulation as described in the application for Well Construction Permit No "' Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE Vern Con.5truction Permit ` Fee No. ( , I Permission is hereby granted to AJ11/ 4y_ud'zl a Installer to Construct Alter(( ), or Repair ) an Individual well at-. No. 33 IAANISA� r V Street v .s as shown on the application for a Well Construction Permit No. / Dated Date !�' ', Approved By i� Town f Barlusble Departinent of Regulatory.Services i ZMA. Public Health Division Date /KAM � /- / Is 200 Gin Street,Hyannis MA 02601 Date Scheduled Q / YP /Q0 vV Time Fee Pd, Sall Suitability .Assessment for Se Z � p Perforrrted•By: Witnessed By: LOCATION& GENERAL INFORMATION Location Address 33 Q hM L. Ak Owner's Name tq P.E'1 K P�aa Address Assessor's Map/Parc �r7/ / Engineer's Name NEW CONSTRUCTION REPAIR Tele hone# , /� . Land Use:� a„n _Q Slopes(96) Surface Stoncs IVUA Distances from: Open Water Body�ft Possible Wet-Ai Drinking Water Well eft Drainage.Way ft Property Line a^?7� t Other ft SIC ETCHI(S7A, e,dimensio of exact locations of test holes&pore tests,locate wetlands in proximity to holes) V 4II- 3� Q)3 0 i rn Parent material(geologic) U(l f Depth t0 l3edrgelt Depth to Groundwater. Standing Water in Hale:-iy 0/1/�r Weeping irotzt Plt Fpee / Estimated Seasonal High Groundwater Method Used: DETE RAIINATION FOR SEASONAL]SIGH WATER TABLE Depth Observed standing in obs.hole: in. Depth to SQ11 moules: Itt, Depth to weeping from side of obs.hole: in, Groundwater Adjustment Index Well# Rcading Date: Index Well]coal __ Adj.factor—Adj.C1roulidwaterLeval,,,..,. y s RCOLTION TEST We Thun Obs`civation � A E - Hole# 1 _ Tima at 9" / ►t Depth of Perc 6 �- Time At 6" Start Pre-soak Time @ 111;.6 6 11 �30 I I•� �I N Tima(9"-6"),, , z@ r' g, End Pre-soak � , 3(p f� ✓� Rate Min.flnch Site Suitability Assessment: Site Passed Silp Palled: Additional Testing Necdcd(YIN) A Original: Public Health Dlvlsioa Observation Hole Data To Be Completed on Back--�- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Colasgvation Division at least one(I) week prior to beginning. Q:ISEPTIC\PERCPORM.D OC DEEP.OBSER'V".ATION HOLE L 0 G Hole# Depth from Soil Horizon Soil Texture .Shcl Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, o i tan�y,96'Gravel) -------------- AY DEEP OBSERVATION HOLE LOG Hole# '� Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Qgnsistmay,co Grave G -9 G--z 3 LS 2Y— ►ZU G... ]SEEP OBSERVATION ROLE LOG Hole V. 3> Depth from Soil Horizon Soil Texture Soil Color Soil Oflier' Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Conslqtrnry, G e ff-2�-t LGi /o/R��L/ DEEP OBSERVATION HOLE LOG Hole De th from Soil Horizon Soil tl Texture 5011 Calor Sall Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders, Consistency, 6 v_ Le Ce7 Flood Insurance hate Mu-, Above 500 year flood boundary No_ Yea Within 500 year boundary No_ Yes Within 100 year flood boundary No._ Yes Depth of NaturaU y Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed thrpughout the area proposed for the soil absorptibn systeml If not,what is the depth of naturally occurring pervious materiall Certification_ I certify that onIy (date)I have passed the soil evaluator examination approved by the Department of Environmental Protectlon and that the above analysis was performed by me consistent with the requited training,expertise and experience described in�10 CUR 15.017. Signature O o �C Datb �� Q:MPT1aPE11CP0RM.DOC i Town of Barnsiable ADepartincnt of Regulatory.Services i 1 �"m 1 Public)health Di�z®�a Date /6 /7Xy 200 ain Street,H annls MA 02601 Date Scheduled /®® . Tama Fee Pd• "y Soil Suitability Assessment for Se Performed By: Witnessed By: 7� LOCATION&GENERAL INFORMATION r Location Address .7� Q KM e /m n Owner's Nam e A K tf aunt/" Address Assessor's Map/Parcel: /�0 O/ Engineer's Name C, Q t,J h �C NEW CONSTRUMON REPAIR /Toleepphone# �h Land Use:9-ert c�ilo i'l Slopes(%) — (o`�/,�� Surface Stones /VCJk� Distance's from: Open Water Body Possible Wet-Area_[eft Drinking Water Well ft Drainage Way ft Property Line a �5 ft Other ft SI�TCIIa(Street n e,dImensjoas.QLWL exact locations of test holes&pare tests,locate wetlands proxi pity to holes) % , LX� V tl. l� Bo LA ' 3� -2 •� � � y R - ! 2-6--7 �'",) J� 0% tIn 2 Parent material(geologic) UUf Depth 1 liedmclt � Jy,U,U / Depth*to Groundwater. Standing Water in Bole: ®y 0/V Weeping from Pit Fnge Estimated Seasonal High Groundwater DETERAUNATION FOR.SEASONAL HIM WATER TABLE Method Used: g� / Depth Observed standing in obs.hole: /1/ lu. Dnp[It to 5911 m4ttlr s: itL Depth to weeping from side of obs,hole: 111. Groundwater Adjustment • _ Index Welltk RcadiogDate: Index Wellleval.� ..__ Adj.thctor-Adj,grouttdwaterLaval,n �, FER.CCI.,A.TION'.rEST Observation Hole Ik Tlmv at 9" - -- - / 'r Depth of Pero Q �- Time at 6" � Start Pre-soak Tima @ f'';.� l'� ;3n I `Time(9"-0) �I• �VIA End Prc-soak IV-4 }late Mindlach �� Site 5uitabillty Assessment: Site Passed _ 5itg Failed: Additional Testing Needed(YIN) 'Y Original: Public Health Dlvlsloa Observation Hole,Data To Be Completed on Back-- - ***If percolation test is to be conducted within 100' of wetland,you must fit>rst)aotify the Barnstable Consgvation Division at least one(I) week prior to beginnang: Q:NSFP lC\PERCFORM.DOC gDEEP.OBSER'VATION HOLE LOG Hole# Depth from Soil Horizon 5011 Texture .Shcl Color 5oi1• Other Surface(in.) (USDA) (Munsell) Mottling (Structure, Started;Boulders, o i tcn.y,96'Gravell a-� - 1+ L S ®`l/L V11-- Al ID +MP OBSERVATION HOLY LOG Hole 9 Depth from Soil Rorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stanes,Boulders. Consistmov.9b Grave 2`e- i7,U C, L GC.) S DEEP OBSERVATION HOLE LOG Hole 9'.�_ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munscll) Mottling (Structure,Stories,Boulders. Consistenry. Gravel) �_��•� � �� ivy /y DEEP OBSERVATION ROLE LOG.O � Hole#_�.. Depth from Soil Horizon Soil Texture Soil Color 51311 Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Hoarders. Co sl tan 6 , �- L.- Flood Ynsutrance Rate MpQ' Above 500yeariloadboundary No Yes Within 500 year boundary No 'Yes Within 100 year flood boundary No. Ycs.. .](tenth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious mtiterial exist in all areas observed thrpughout tho area proposed for the soil absorptibn system' If not,what is the depth of naturally occurring pervious material? Certification Y certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described in�10 CMR 15.017. Signature 0 l -�°� Datb/ /q q QA EPTIaP.MICIFORM.Doc TOWN OF BARNSTABLE LOCATION 33 SEWAGE# VILLAGE ��, (LoLo ASSESSOR'S MAP&PARCEL ,N,V-7- Ip- INSTALLER'S NAME&PHONE NO. -U6 ,L CA:�AtPS[ s�- 7`74•!J SEPTIC TANK CAPACITY 1_-50 i LEACHING FACILITY.(type) (size) �'�°�2 16.7-K�� NO.OF BEDROOMS �' e-4c-id'rj OWNER PERMIT DATE: COMPLIANCE DATE: 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 �G-✓� C�pi L hz •�irr.t i o � rN I; FO(4 000 Dt- o r .yy - 4 Pik, u � 5o. v 5-0 Fee / / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: V Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZippliLation for Bispo8al 6pstrm Constr ion 'Permit Application for a Permit to Construct(,< Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 3`3 QKAufL i� Owner's Name,Address,and Tell..No. pp nn Assessor's Map/Parcel Installer's Name,Address,and Tel No. Designer's Name,Address,and Tel.No. i Type of Building: r Dwelling No.of Bedrooms Lot Size cfr,S,Oma sq.ft. Garbage Grinder Other Type of Building SL No.of Persons Showers.(,- Cafeteria( ) Other Fixtures Design Flow(min.required) � gpd Design flow provided 6 6 -7 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of>theEnvironmen o d not to place the system in operation until a Certificate of Compliance has been issued by this Board Signed ``t Date Application Approved by Date / d6 Application Disapproved by Date for the following reasons Permit No. O — Date Issued "���� 44, Fee . . .L�_ *...,$,...y,,.- +� No. - '� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Disposal �&psteIYC Ott7COMPlit lott PermitApplication foi•;a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) ete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. p Assessor's Map/Parcel ��S �?• Installer's Name,Address,and Tel No. �6 Designer's Name,Address,and Tel.No. 6a Type of Building: �* �., Dwelling No.of Bedrooms Lot Size 4 5 Doo sq.ft. Garbage Grinder Other }. Type of Building No.of Persons ShowersS ) Cafeteria( ) i OtherFixtures Design Flow(min.required) �6 gpd Design flow provided 6 r0 gpd Plan DatS•- Number of sheets Revision Date Title Size of Septic Tank o S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) . l 1 Date last inspected: Agreement: i The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environme tal-Cod d not to place the system in operation until a Certificate of Compliance has been issued by this Board of Hea < Signed A - Dated/ Application Approved by ' Date // ' ;6 Application Disapproved by Date for the following reasons t'�~ Permit No. � O — Date Issued �` (L i ------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( `i Abandoned( )by C�d(J\ u' at 3 3 Gr u,-Z1 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit NoaC4U— y 55 dated I P P Y i Installer Designer #bedrooms fo Approved design flow 6 6 Al gpd The issuance of this permit ssh 1 n g co t e as a guarantee that the system will do as.,de�s'gneedl j p( Date / / Inspector / J�// ------------------------- ---------------------------------------------------------------------------------- ------------------- No. g6 j q— l 57 Fee 1 S� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstetn Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at 3 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date I I — 6— ( Approved b rr y JRN-06-2015 02:11 From: To:15087906304 Page:1,11 k M :down cape engineering ino FA?C NO.' :15083629WO Jan. 05 MS 12:45W P1 1q -jam :'own of'Banustable egukjor 'Services, Y T�o�uas +'.'t�e •��,Director 2001 lak Sih'eet,117PA-1ii,a. .(Y"601 Fax: 50 8-7904304 C?fhce: 50R-�?-�Fi44 Tny$�YAF�' D�SE�kI `EY Ali '?Il>ti® 44EJiA ' Date,.,. 7 d o yt�f o ac.L was xssard a pruuit to install s. (fin I/ r UL�-a► l L--_Q .,.-based IM a J6ai .draws.hY 5C'pf7C sy em ib�_ al chess) Ltcd, e✓+ Y oertify that t�sego syMm,ic.lcfr.med euove eves insta IVd si;ha�txa.11.Y•aC :rd3u�;to t.e dr ,. W-Liah icy includ•P minc>r A rprove<i cY,parri s8 ST'Gb''as 1�tarul elouatioa�d the d.4d b-u. tbnbrik WU Yirt septiG Uttk •, - installed Willi.naajvr roan zA (i C. S trrtifp-thsrt tip: srptio �ystc�7►.zeferev.rA a.het� ,�; — p eater tfian 10"1A-151 relol"aton of.-the SAS rtt Duly Ve'l l tel-u«tiort o�try rrm�►ou�t of the Hgtir,sYSfiPu�;a7awnxdawA with.Sta�tr:&Local Tt�;gulatii]fl.`. k'inn rovi Uu oT certi#i0 flsti 4- tbY ;: nc5�to foli.ci��r. DANISLA, OJALACW a Na 495d2 Ewa atSY Y . Q� �hy Est NAL (I}c;,9i.gcEa's„igM�Lure) >Ei1L � r Mi xa[ �t.a'rt . �►t —. A, - .S ro-dasi FROM :down cape engineering inc FAX NO. :150e3629880 Jan. 05 2015 12:42PM Pl H Services platar,7 Thowas F. CkfleY7 Diret.-Wr KAM Tho-mas MrXean,Director 200 WlqiuqiTea3" C'Moo., Fa)c 508-'190.-6304 S, ±F emm iO 0� -'I OL 0 Ammer's MapVPaircel �0 7 -/71 e,," 7/ D edgmicr: 6 e'L.- —(-11"A 9 AAdrems: On was Lesued a-PE=nit to 1Wl4an a (clue) (mstalltr) Sep&gygun at (53 Q%A-4'A L—.a-.rU- basfd o-.u,a desiga dmwn by (Mdress) dai-ad I certify that lho ,optic 5Y:ri=v-66r(tuced ahme-was iodallted substutLAY arcoxding to the design,which include minus Lipproved chEmgs such as Of Ili' disc:lbudui�box and/or sc f.-.rl taA.- ce&(y Lthaf the s5vtin Systrm refeienud -Liliove wmi insta.led with LP,aj or LILl ts (i- c eatcx thon. 1,0' latpial.Telocalion of fhe SAN()r any ve.ftud,relocation,of 81W G,mPOaM I *,,Iul vrivi5ion OT of t.*h!,-se-dtr s7teyn)but in.accudimue-wiL IL,fzt-- 8--LuL al l"ist: dMdons. 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(f f"le P rzo04ur, APPLICATION and PERMIT Fee]ZZ/:;jt/]&. for storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter 148, Section 38A, 527 CMR 9.00, application is hereby made by: rank Owner Name(please print) C dif1_po Residence x lgne ur•(I opp yng orpowr Address bane. H annis ort , MA ' Svoel cny Srgle Zip Removal • • _... • k-TIM-2,W11 • -- r Company Name _Enviro-Safe Corporation Pr/n1 Co.or Individual Address 14B Jan Sebastian Dr Sandwich vrrnl Pant Address -s7�1 Sig r permit) j/ Part(nature(if pplying fo , Signature If applying forpermit) n IF 'Certified Other F' IFCI'Certified 'I LSP# i - Other Tank Information 'rankt,ocation Lane H anniS or t , M A SI•er Address oty Tank Capacity(gallons) gallon Substance Last Stored 42 o i 1 1600 Tank Dimensions(diameter xx length) Remarks: y ` Disposal Information ---� `L Firm transporting waste F,nviro-Safe Corp. State Lic.0 329 Hazardous waste manitest# M A M 7 7 5 9 15 E.P.A.# MAD9 8 5 2 6 9 3 2 3 Approved tank disposal yard Turner Inc . Tank yard# 002 Type of inert gas Tank yard address 235 Commercial Street Lynn, MA City or Town A-w,c�,s J 4 5� 1 FDID# ©ly?'Z P mit# Date of issue Y Date of expiration G L I Digsafe approval number: 7004210 005333 �� Y amfEWOWW�I� rB 4844 WANNIf Signature/Title of Officer granting permit (� ' FIRE - Aiter removal($)("Consumptive Use"fuel oil tanks exempted)send Form FP-29OR signed by Local Ire ept. to UST Regulatory Compliance Unit, Department of Fire Services, P.O. Box 1025,State Road,Stow, MA 01775. 'International Fire Code. Institute /o Caw- J%W'C �bo �L�/UjeJ• I I1"2OZ(reviced 4!97) e (40 / /yam- �? � � z • ��' � t?s��3 a� ,u ,FtndMapiParce 287107001 Town of Barnstable �� a y Meaitt3®�partnaentHea[th System y sUm, �r 3 ��'Map/Parcei 287107001 � z' ri �r�' ,,' 'Tark�Nbr 01 ' Tag Nbr 00061 1 stalletl 03/11/1980` L otton B .�� Test Plottficon Date 12/19/1995 tus• Date Removal Notification®a a hest. 1 04/14/1997, y 7 y \ Fue7QCe Fuel Stor777- age easo H h °Tv,r s - 0,1z Capacity Gonstruction Leak Detection � Cathodic Detection�. i r r \ \ 1 S;orage Tank info 001000 /' ,. ..... .., ....�\,�y`N"A'J �" '�\�v@NF�� 4� AddtttonaDetailsfr N n�� i 01/25/2006 16:21 5 HYANNIS FIRE_•�.�74--/JJ(,� � PAGE�04 "v " CERTIFICATION OF COMPLETION �f 99 !. Date......_._..�_..._._...,,,,^,._„__,....,�.........._...____.._—..../ To: Head of Fire Department [ Subject: Certificate of Comp letlon—I nets Ilatlon or Alteration of Fuel Oil Burning Equipment .. .. The undersigned hereby certif,es that the installation (or alteration) of fuel oil ;K urning equipment made under authority of permit No. issued b you a applying to the installation for ... :.. ! iC.W._...._.._.__.._...._._...- 14 W at / (,Z ..g., ...�1�_._......._..-_..__..__.._._.__ has been made in accordance with Pr of Chapter 148, G.L., and regulations made under authority thereof now currently in effect and pertaining thereto. Furthermore, this installation has been tested in accordance with such require- ments, is now in proper operating condition and complete instructions as to its use and maintenance have been furnished to the person (or persons) for whom the installation was made_ f The following data applying to such in tat a ian.- ubmitted'for record: BURNER Name .__........_..._... .....__........._----�•---..._..__..—.._.._. .,,._......W_..__....._._.._ ... __..__. . 0 Type __._..._----_..._...___................__-1_..._._,..__.,..___._.., Model or Size ........... _...___.../ �.. f To a not h��r th f ••••••-••••••-•-•-STORAGEgTANuel 1K/ TYDeGM/j.........__.._.� .F�.. WW .. •CayacitY ....L_GZTt7 - gals. (o ze, a..m.. Locatio ��_„ Maw != .6F' 1 .....o Z'_......_..__. '............Sl e.,„l�,yY�..................._. CONTROL pe (automatic or manual) F� ,��/ Au tic shut-of[ valves .at burner & Inata j Manual s u IXA - ., ...- �LI,1 It (additional safety devices) Sellenoid Ferematic- y n... c, HYANNIS AFIRE APPLICATION FOR PERMIT DISTRICT •TO INSTALL—ALTER FUEL OIL BURNING EQUIPMENT To the Head of the f1re Department: Application is hereby'made in-.accordance with the provisions of Chap. 148, G.L., _ and Regulations made under authority thereof by the and permit to install- alter, for the person or persons and at the Locatio named'Herein, cer uipment for the keeping, storage or use of Cher inflammable liquid products d for fuel as describ Flo , NAME. =[Gr•=... 6! — ADDRESS_--__L°�•--..J-_ _. �: a�/,�r". -"r ..�—-- — bescrlptlon— Name .... ,................-............__ ..___.._.._.__ --- Manufacture C"r ]Burner: Type --•--••-__ __.__._.�i—_—.—.._._ __-_..,.Model o J Biz • Locat o ________ ______ Mass. Approved No..__, Storage Tank: T �( d{d4.: Capacity/,C; � gals. (or) Size....__ Amount of fuel requ ed for testing purpose.Y—POK' _—gals. This application i made with full knowledge of the current reguiremen of the regulations governing s installation, which will be made in compliance t ewlth- Note: If this ap 1'cation involves alterations to existing a t, ribs fully or, reverse aide. 1I ' TOWN OF BARNS-TABLE l�A�0- 1A ! UNDERGROUND FUEL AND CHEMICAL -STORAGE SYSTEM V ASSESSORS MAP 140. O PARCEL NO. ADDRESS"" 33 Quail Lane ` LOT 9 VILLAGE.• Hyannispor.t J. William Campo NAME;._.. .._ _ Carl F. Riedel]. & Son, Inc 428-6365 CONTACT PERSON '. R Main gtrept (lgtPrvi l l e PHONE NUMBER LOCATION OF TANKS CAPACITY: TYPE OF FUEL. AGE: TYPE: LEAK OR CHEMICAL: DETECTION SYSTEM! I ►0&y-0L 1'1D r)exr -ro Dr2iveWa 1000 al. #2 7 yrs. steel 1980 DATE OF PURCHASE OF. EACH: 1. March 11 , 2. 3. 4. 5. DATE OF FIRE DEPARTMENT PERMIT: March 11 , 1(?80 TESTING CERTIFICATION SUBMITTED: PASSED DID NOT PASS PLEASE PROVIDE A SKETCH SHOWING THE LOCATION OF TANKS ON THE BACK OF THIS CARD. r 4 f O O? I r a i g T i ~J 588-428-5945 588-428-5338 JOHN A WHITELEY Gentle ben 195:POND St OSTERUILLE Ma .62655 OBSERVATION WELLS NANE i �-, I zil� DATE LOCATION ADDRESS ' A�GtS '� NPliy �i�'L,lece STREET& NO. Lla% ors CITY ZIP CP41 Lf4 TANK CAP. A066 GAL. AGE YEARS TANK g Nov�.� v I ELL vow n, cG.v y� �2' sGN�y GY"�pL DRAWING OF INSTALLATION iha 1� iuf- WRIER WORKS SERUICES INSPECTION SER U 1 CES V CONSUL TING ALL SYSTEM SHALL SYSTEM PROFILE MARKED WITHC MAGNETIC TTAPE OR BE E G E N D (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. NOTES PROVIDE MIN. 20" DIAM. WATERTIGHT SYSTEM DESIGN. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 1. DATUM IS APPROX. NAVD '88 99 -- EXISTING CONTOUR TOP FOUND. EL. 61.3' FILTER FABRIC OVER STONE 60.1' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 54.5 2. MUNICIPAL WATER IS EXISTING X 99.1 EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED smith NOTE. 2' MIN. WALL EXISTING 5 BR DWELLING PRECAST H-10 THICKNESS REQUIRED BLOCKS OR 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. d -{ - PROPOSED CONTOUR RISERS (7YP.) PRECAST RISERS e DESIGN FLOW: 5 BEDROOMS @ 110 GPD = 550 GPD O 2*0 k "0SCH40 PVC MORTAR ALL H-10 5c J PROP. TEEIPES LEVEL 1ST 2' COMPONENTS 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS O- 99 PROPOSED SPOT EL. USE A 55O GPD DESIGN FLOW 1 =*59.2' ENDS (TYP•) INV 1 7' 3' TO BE AASHO H-]QTH1 SIDES 52.0' Locu 10• 14• o°ogogso ° 5. PIPE JOINTS TO BE MADE WATERTIGHT. _ 1 #*56.7 7EE ls0o GAL H-10 7EE ## ' 8 ®® ® o°o°o°°o° < c O}WO TEST HOLE SEPTIC TANK: 550 GPD (2) 1100 SEPTIC TANK 56.50 „ s" MIN SUMP °°o°°°°° °0°0°,* oa °o o°000 °o°0000O 59.Ot(PROP) 4' LIQ. LEVEL GAS 12" MIN INT. DIM. o ° o e °°°° 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH q USE 1 1500 GAL. SEPTIC TANK 2 c ° ° ° ° 8 ����2 0 SLOPE OF GROUND #58 f(PROP) , 0 0000000000000ACME OR EQUAL 52 17 w ° ° ° ° ° 49 17 310 CMR 15.000 (TITLE 5.) °°°°°°°° - ` rwng 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO lb �3 UTILITY POLE 1. :;t. o 0 0 0 0 0 0 0 0 0 o c o LEACHING: o 0 0 0 0 0 0 0 0 0 0 o H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. BE USED FOR LOT LINE STAKING OR ANY OTHER p 000000000000000000000ooc 3/4"-1-1/2" DOUBLE WASHED STONE • FIRE HYDRANT SIDES: 2 (58 + 10.8) 2 (.74) = 203.6 GPD NOTE: 3 INVERTS OUT WESTERLY SIDE OF DWELLING ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ :58 UNITS REQUIRED PURPOSE. (EXISTING AND PROPOSED 6" CRUSHED STONE OR MECHANICAL ALL AROUND PRECAST STRUCTURES OVERALL DIMENSIONS TO OUTSIDE OF STONE: 58.0' X 10.83' S8' x 10.8' x 2' Nantucket NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWINLGJ, BOTTOM 58 x 10.8 (.74) = 463.5 GPD (fix SLOPE) COMPACTION. (15.221 [2]) 5.2' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Sound TOTAL: 901.5 S.F. 667.1 GPD (15•J7G SLOPE) MIN 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED ( % SLOPE) WITHOUT INSPECTION BY BOARD OF HEALTH AND 51' 2 INLET LEACHING 44.0' BorroM TH-2 PERMISSION OBTAINED FROM BOARD OF HEALTH. / � *THE INSTALLER SHALL VERIFY THE USE (6) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) FOUNDATION SEPTIC TANK 28 LOCATIONS OF ALL UTILITIES AND ALL WITH 3.5' STONE AT ENDS AND 3' AT SIDES �25'� D' BOX 28 FACILITY NO GROUNDWATER FOUND \ '/ DI CONTRACTOR SHALL 3 RESPONSIBLE FOR CALLING LOCUS MAP DIGSAFE (1-888-344-7233) AND VERIFYING THE BUILDING SEWER OUTLETS AND 56 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES ELEVATIONS PRIOR TO INSTALLING ANY PRIOR TO COMMENCEMENT OF WORK. NOT TO SCALE PORTION OF SEPTIC SYSTEM 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE MA *_*ADJUST SEPTIC TANK ELEVATION TO MEET REQUIRED SLOPE TO ALL INVERT ELEVATIONS (3 TOTAL) REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 287 PARCEL 107001 APPROVED DATE BOARD OF HEALTH (INSTALLER SHALL COORDINATE WITH PLUMBER TO MEET PIPE S_OPE REQUIREMENTS.) LEACHING FACILITY. 12. EXISTING LEACHING FACILITIES SHALL BE PUMPED AND _LOCUS IS WITHIN FEMA FLOOD ZONE WI REMOVED OR PUMPED AND FILLED TH CLEAN SAND. X { ' 46.73 ' TEST HOLE LOGS \= RE-ROUTE WATERLINE AS REQUIED TO BE ARNE H. OJALA, PE, PLS = �� 46.21 AWN. 10" FROM SEPTIC COMPONENTS.. ENGINEER: zs •68 ` -�� WITNESS: DATE: 11/14/14 DONNA MIORANDI, IRS N X s PERC. RATE _ < 2 MIN/INCH x 3.4 _ 60 OOr Q TT,r• 4 3.7 ` 20 OAK " v�l CLASS I SOILS P# 14557 TH 1 TH - 55 �!�� -�^ 51.53 ELEV. ELEV. ELEV. ELEV. - DA 4- � -52 4 ' 4 4 rH 33 Q 12 20� �_ Est �8 60' 0,. 54.5' O" 54.0' 0" 55.5' 0" 55.1 ' �APPR Iff slz� wloo SS A A A A `- • 55.5 x 6. 2 LS LS LS LS S PRO-POSED SEP lT T /2 10YR 4/2 10YR 4/2 10YR_ 4/2 10YR 4/2 19 8' OAK / Ln x 57.55 �- Fj" 6" 8,. $„ 00 59 - � B B B B x 59. 7 -�7 `-) 09 x 6 i 5 .42 x s9.6s J I LS x�59. 9.40 , I LOT 34 LS LS LS 60,422 s ft. _ C) x 6 6 0" 0A tit I q• 1 OYR 6/4 10YR 6/4 24„ 10YR 6/4 53.5' 24.E 10YR 6/4 53.5' os = O1 x stv.�18 1.39 acres 24 52.5 24 52.0 U BENCHMARK: USE FIRST FL. 0 60.49 259�� 0 01 58.95FENCE ELEV HERE AT 61.7' INV. OUT >�59. 1 14 ��P EL. 59.5' % \kx C.O. x 0, PROP. RE-ROUTED �60.44 I� 7 1 1 N PERC C C G PE C - PLUMB/NC (SEE NOTE) 62.78 x 59.471 60.59 �s 75 \, CS ss , PROP. SEPTIC I x 59.70 TANK 1---, EXIST. DWELL. I \\ \ 55.90 CS CS CS CS �� 61.56 1 1 x 56.67 60.98 C� X so.s x I___ 0 73 LOCAtION 0 PROP. 2.5Y 7/6 2.5Y 7/6 2.5Y. \ I 7/6 2.5Y 7/6 N \ sB� -- x Bff.BT �G,Q�65 �42 DECK � !, ! C.0. INV.=58.0 t `\ yc 59.47 57.3 _ \ \5.5,90 1 x 57.33 _ DWELL. 61.03 ?6' ` s9.20 \ 2 6¢• •l` INV.=58.8f• � \ O �` Tory TOP OF \\ I \ `-S 120" 44 ' 120" 44 120" 120" ' PIPE-59.2f sa.39 .5 .0 45.5 45.1 I 61.29 INV. OUT INV. OUT INV. 9U2' EL. 60.1' `TB>< EL. 59.1' i � \ \\ NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED x 60.9 �, BOTTOM OF PROP. RE-ROUTED \ 9"' �-- TOP F DN. = 61.3' DUCT=60.01 PLUMB/NC SEE NOTE) INV.=59.2� '�'" _ / GARAGE \ 7.56 / I x .87 60.73 x6 x B9 x6071 158.21 - 09 �- / x X � 1� PAVED DRIVE x6°. x 61-17 x60.85 x 0.81 TITLE 5 SITE FLAN 6s x 59. - 57.61 /x 57.35 / OF --- �\ x 58.56 X. ','sue � �� � II / X. 33 QUAIL LANE 575723 56.84 HYANNISPORT x � x ss.s6 -- � � x 57.78 \ � x ss.s8 �56.54 \\ � PREPARED FOR x55.98 x.55.46 \ x. \ \ 6 i x 54.68 x 56 02 \\\ 56. PETER DELOREY \\ \ --*� 00 - -9� \\ �560 \\ \AOFMASSq C x 51.50 `\ `_ \\ \ �► o`'� DANIEL yG 52 x s1.12 \ `\ !y �j � SNOFMgs�c a A NOVEMBER 25, 2014 CB 51� \\ \ I \ \\ °� tiG OJALA N REV. 12/12/2014 � \ DANIELA. \ \ � l x OJALA P No.40980 - 7s �� \ -05�s \ \\ �Y CIVIL 0 Scale: 1"= 20' �. \ \ � x 50.95 \ . IRRIGATION \ \ -o �'4ND ESS\R1� o \� SS WELL x 54.94 \ \ p Fs 1STER� \SN FMgSSq 0 10 20 30 40 50 FEET DANIEL Gsm \ x 54.82A. DANIEL A '0'tiGN� OAS off 508-362-4541 2 3 \ OJALA No.40980 fax 508-362-9880 \ x 54.56 CIVIL \ No.465G2 110PES5\0 downcape.com \\ GIs rE��o�``4 �vDSURIJ yO� �css/ AL ENG\ down cope e# Meerift 14C. NOTE. PLUMBING TO BE RE-ROUTED APPROXIMATELY -AS SHOWN. FEASIBILITY MUST BE CONFIRMED BY LICENSED civil engineerS PLUMBER PRIOR TO INSTALLATION OF ANY PORTION OF SEPTIC SYTSEM x q i l 0 land Surveyors 939 Moin Street ( Rte 6A) 4-3�z / DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 a SHALL SYSTEM PROFILE MARKED WITHALL SYSTEC MAGNETIC TTAPE OR BE LEGEND PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. NOTES SYSTEM DESIGN: ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3"' GRADE 99- EXISTING CONTOUR TOP FOUND. EL. 61.3' FILTER FABRIC OVER STONE 1. DATUM IS __APPROX. NAVD '88 X 99•1 EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED 60.1 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 54.5 2. MUNICIPAL WATER IS EXISTING NOTE.- 2" MIN. WALL Smirh -�- PROPOSED CONTOUR EXISTING 5 BR DWELLING PRECAST N-io 99 RISERS (V) THICKNESS REQUIRED BLOCKS OR 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. DESIGN FLOW: 5 BEDROOMS © 110 GPD = 550 GPD 2'e 4"0SCH40 PVC PRECAST RISERS Ja Z O PROP. TEE PIPES LEVEL 1ST 2' COMPONENTS H-10 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 99 PROPOSED SPOT EL. USE A 550 GPD DESIGN FLOW *59.2' H&DS (TYP') INYS f7� SIDES 52,p TO BE AASHO H-M TEST HOLE SEPTIC TANK: 550 GPD (2) = 1100 **56.7 TEE tsoo CAL H-10 ocu 101 1 °°°° °° ** ' ®®®® ®®®® ®®®® -I�®®® '° 5. PIPE JOINTS TO BE MADE WATERTIGHT. oywo�} SEPTIC TANK 56.50 �o o°o '>000000°o " o 0 0 0 0 "o° 6" MIN SUMP °°° ® < 59.Ot(PROP) 4' LIQ. LEVEL o°o°o°o°o°o o° '°o°o° '°°°°000° co GAS BAFFLE ° °o°o°°°°°o°o °° 12" MIN INT. DIM. °°°°°°°° o °°°°°o°° d USE 1 1500 GAL. SEPTIC TANK O2 ACME OR EQUAL o o°o°o°o >°° ° °°° ® ® 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH o ° PROP , , ;°00000°o ®®®®®®®®®®® ®®®®®®®®®®® °o °°2� SLOPE OF GROUND *58 f( ) 52.17 5 .0 ° ° ° ° ° ° 310 CMR 15.000 (TITLE 5.) o °°° ° °°°°°°°° 49.17 TV109 UTILITY POLE LEACHING: r•:' oo0o0000000000000000000c 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO c 000°o°o°o°0000000°o°000 3/4"-1-1/2" DOUBLE WASHED STONE H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. BE USED FOR LOT LINE STAKING OR ANY OTHER o NOTE: 3 INVERTS OUT WESTERLY SIDE OF DWELLING ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ (6) UNITS REQUIRED PURPOSE. FIRE HYDRANT SIDES: 2 (58 + 10.8) 2 (.74) = 203.6 GPD `� ALL:AROUND PRECAST STRUCTURES (EXISTING AND PROPOSED) 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 58.0' X 10.83' 58' x 10.8• x 2' NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING BOTTOM 58 x 10.8 (.74) = 463.5 GPD ( 2 X SLOPE) COMPACTION. (15.221 (21) 5.2' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Nantucket Sound TOTAL: 901.5 S.F. 667.1 GPD (15.5% SLOPE) MIN ( % SLOPE) 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND 51' 2 INLET PERMISSION OBTAINED FROM BOARD OF HEALTH. *THE INSTALLER SHALL VERIFY THE USE (6) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) FOUNDATION` , SEPTIC TANK 28' D' BOX 28' LEACHING 44.0' BOTTOM TH-2 LOCATIONS OF ALL UTILITIES AND ALL WITH 3.5' STONE AT ENDS AND 3' AT SIDES 25 FACILITY NO GROUNDWATER FOUND 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING BUILDING SEWER OUTLETS AND \ 56'/ DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS ELEVATIONS PRIOR TO INSTALLING ANY ' PRIOR TO COMMENCEMENT OF WORK. NOT TO SCALE PORTION OF SEPTIC SYSTEM 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE MA "ADJUST SEPTIC TANK ELEVATION TO MEET REQUIRED SLOPE TO ALL INVERT ELEVATIONS (3 TOTAL) REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 287 PARCEL 107001 APPROVED DATE BOARD OF HEALTH (INSTALLER SHALL COORDINATE WITH PLUMBER TO MEET PIPE SLOPE REQUIREMENTS.) LEACHING FACILITY. 12. EXISTING LEACHING FACILITIES SHALL BE PUMPED AND LOCUS IS WITHIN FEMA FLOOD ZONE REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. X _ 46.73 TEST HOLE LOGS i /P 8t�� RE-ROUTE WATERLINE AS REQUIED TO BE \\ 46.27 MIN. 10' FROM SEPTIC COMPONENTS. ENGINEER: ARNE H. OJALA, PE, PLS zs .6(3 \�\ WITNESS: DONNA MIORANDI, RS DATE: 1 1/14/14 X 5 < 2 MIN/INCH x 3.4 - 16O OO, T,- PERC. RATE _ 14" 3.77 -.-_ �20 oA - v�QI CLASS I SOILS P# 14557 �s \ A 1 TH TH 55 x x 51.53 " CA -52 ELEV. ELEV. ELEV. ELEV. `fir `�%" 4 4 12 �_ 54.5 O 55.5 O 55.1 _TH s 20" � ESER 54 I 8 6, 0„ A � O„ A 54.0' r, ' �APPRD) &P--1 TICS 56 A A _ -a - 55.54 x 56. 2 LS LS LS LS - - - PROPO ED SEPTlC T K #2 10YR 4/2 10YR 4/2 10YR 4/2 10YR 4/2 8s 18" OAK �� x 57,5 j` --- , -- - - -- -- _. _ - 6» $n $» 00 59 `� - _. _ B __ _ O x 6 i 5 4 59. 7 �_/ x 59.6 B B -- _ B 9 ' 659. 9.40 T� I I_,O T 34 LS LS LS LS U �x 6 s " F��N 60,422 sq.ft. 10YR 6/4 10YR 6/4 10YR 6/4 10YR 6/4 X 6�.�18 0 OAK 06 O1 1.39 acres 24" 52.5' 24" 52.0' ' U BENCHMARK.• USE FIRST FL. O 60.49 2 \59 96-'---I 58,95 \ �� 24 53.5 24 53.5. ELEV. HERE AT 61.7' 08 INV. OUT ��0.01 59. 14 L. EL. 54..1' EL. 59.5' I I \\ x C.O. x 0 PROP. RE-ROUTED v PLUMB/NG SEE NOTE ' 60.44 \ I x 59.47 I C C C C (`Fr ( � 62.18 7 1 N PERC QL I ` PERC PROP. SEPTIC I x 59.70 66 TANK #1----� EXIST. DWELL. I \\ \ 5s.90 CS CS CS CS (Q 61.66 160.98 \ \ x 56.67 1 x 60.5 -- APPROX. x \ CATIO c�� 98• I----- xae.sr \ 2.5Y 7/6 2.5Y 7 6 2.5Y 7 6 � DECK ���s5 x, 1 � / / 2.5Y 7/6 N OT-9� PROP. �4\ X\ C.O. INK=58.O'f IN 59.47 �53.90 x 57.3 ?6yc \ nWELL. 61.03 59.20 ` 57.33 26� INV. N I \ O3 TOTAL TOP OF „ e7.29 �\ INV. OUT PIPE=59.2f /NV. our�� \\ �5\39\ 120 44.5' 120" 44.0 120" 45.1 ' I \_lNv. our EL. 60.1' EL. 59.f' I \ I 45.5' 12 0" \ NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED EL. 59.2' 381` I x 60.9 �\ \'a,27.95 BOTTOM OF \ PRO - I - \ TOP F DN. = 61.3' DUCT=60.0t P. RE-ROUTED INV.=59.2f \ / GARAGE 7.56 PLUMB/NG SEE NOTE) . \ 'I X .81 (6 158.21 60.73 \ x 6 x x .89 i ��x 60 71 I\ O9 x 60. x 61.17 X PAVED DRIVE x60.85 x 0.81 K X6 x 59 TITLE 5 SITEPLAN1 . i 57 61 x'S7.35 \\ / \ OF x 58.56 X, T / X 33 QUAIL LAME X 57.60 \ \ w� 56.84 57 _ x 56.68 - 1 x 57.23 / HYANNISPORT � \ x 57.78 \\ ry II X 55.58 x 55.46 \ x �\6.s4 \ �L PREPARED FOR x 55.98 \ 56 x 54.68 �- \ x 56.02 \\ k5 6.22 00 -\9� \ x �\ PETER DELOREY � OF MqS S- / x 51.50 S 52� x 57.72 \ \ � � ,ENO Mgs9c DANNIEL CB �- ��\ \\ \\\ s ti A. �, NOVEMBER 25, 2014 DANIELA. OJALA e 5 \\ \\ X. 0 OJALq No.40980� REV, Ess� 12/12/2014 \ \ CIVIL �' °F °� p Scale: 1 = 20 X 50.95 �-- I IRRIGATION \ \ l p WELL x 54.94 \ \ . �Nd RV x 51. 8 �S \ \ �� /STER4 c �,v\ F M,gss� 0 10 20 30 40 50 FEET !Ssq� DANIEL \ x 54.82- 2S2 35, \ Q DANIEL OJALA ��+ " OJALA -Aoff 508-362-4541 \ x 54.56 CIVIL Cl) No.40980 I fax 508-362-9880 No.46502 �0F o�P downcape.com \\ 01STE NG lq�DSURJ down We engineefing, Inc. NOTE. PLUMBING TO BE RE-ROUTED APPROXIMATELY AS SHOWN. FEASIBILITY MUST BE CONFIRMED BY LICENSED AL - � civil engineers PLUMBER PRIOR TO INSTALLATION OF ANY PORTION OF SEPTIC SYTSEM x land surveyors Z I I� 939 Main Street ( Rte 6A) >4-302 DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675