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HomeMy WebLinkAbout47865-Z aoSUEFOIye Town of Southold 6/24/2022 a ��' P.O.Box 1179 �?4 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43185 Date: 6/24/2022 THIS CERTIFIES that the building GREENHOUSE Location of Property: 935 Franklinville Rd,Laurel SCTM#: 473889 Sec/Block/Lot: 125.-2-2.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/25/2022 pursuant to which Building Permit No. 47865 dated 5/27/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built" greenhouse as applied for. 05 5) The certificate is issued to Lebkuecher I11,Joseph&Katherine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED uth rrignatuze O�OS�FFaLk�o Town of Southold 6/24/2022 P.O.Box 1179 w 53095 Main Rd yjj0 ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43186 Date: 6/24/2022 THIS CERTIFIES that the building GREENHOUSE Location of Property: 935 Franklinville Rd,Laurel SCTM#: 473889 Sec/Block/Lot: 125.-2-2.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/25/2022 pursuant to which Building Permit No. 47865 dated 5/27/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built"greenhouse as applied for. 056) The certificate is issued to Lebkuecher III,Joseph&Katherine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 1 0 rize gnature y. TOWN OF SOUTHOLD o�osu�Fot�rc�:. BUILDING DEPARTMENT TOWN CLERK'S OFFICE o$ • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47865 Date: 5/27/2022 Permission is hereby granted to: Lebkuecher III, Joseph 6374 Vineland Rd Unit 101 Orlando, FL 32819 To: legalize (2) "as built" greenhouses as applied for per Planning approval. Two CO's will be required. At premises located at: 935 Franklinville Rd, Laurel SCTM # 473889 Sec/Block/Lot# 125.-2-2.3 Pursuant to application dated 2/25/2022 and approved by the Building Inspector. To expire on 11/26/2023. Fees: FARM BUILDING-NEW $600.00 CERTIFICATE OF OCCUPANCY $50.00 CERTIFICATE OF OCCUPANCY $50.00 4 Total: $700.00 Buil ing Inspector FIELD INSPECTION REPORT DATE COMMENTS Xz- b FOUNDATION(1ST) _1 H -------------------------------------- FOUNDATION (2ND) • W � , H ROUGH FRAMING& -� y PLUMBING T ' V INSULATION PER N.Y. STATE ENERGY CODE C i FINAL ADDITIONAL COMMENTS 6- - oo co rec# 1 o Iq 5 g70 c> Z ' rn • o cs � b l� °z ^+H ' b H f` S o�o�o cow TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oyo 00��4 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT qj- q�5 For Office Use Only PERMIT N0. Building Inspector: F E B 2 5 2022 D I Applications and forms must be filled out in their entirety. Incomplete 1T1�.DI'EG I';'tea applications will not be accepted. Where the Applicant is not the owner,an T ,,v..' c'F so' 3 1"it LE) Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:Joseph & Katherine Lebkuecher SCTM#s000- Project Address:935 Franklinville Rd, Laurel NY 11948 Phone#:631-255-2697 Email-:joelebk@gmail.com Mailing Address:6374 Vineland Rd, Unit 101, Orlando, FL 32819 CONTACT PERSON: Name:Patricia Moore, Esq. 1�, Mailing Address: �\Qac kA-1 U � `�'� Phone#: CO3, -) ��_ 3 3� Email: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ElM lition Estimated Cost of Project: 1-Other $ Will the lot be re-graded? ❑Yes.JNo Will excess fill be removed from premises? ❑Yes eNo 1 ` a r PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ONO IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable,laws,ordinances,building code, hou ' g code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are pu0sliable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. 0A A Application Submitted By(print name): I I( Authorized Agent ®Owner Signature of Applicant: Date: STATE OF NEW YORK)rr II// COUNTY OFGlk4-c4c ) �CP✓�U (� �- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the a el(�— (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 2 day of 20� . N ary Public SETSYA.PERKINS Notary Public,State of New York PROPERTY OWNER AUTHORIZATION No.01PE6130636 (Where the applicant is not the o ne ualified In Suffolk Cou ,�� Comehission Expires July 18.2::L Joseph P. Lebkuecher I I I residing at 6374 Vineland Rd, Unit 101 Orlando, FL 32819 do hereby authorize Patricia Moore Esq. to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Joseph P. Lebkuecher III Print Owner's Name 2 I I / I p Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Stepµ P �Q 1<y�'LI-f es residing at 6Z-7V �/�ie-W RS U.;��- )� C34-" �- (Print property owner's name) (Mailing Address) Q do hereby authorize 1 AI-aml A Hw aKi �5 (Agent) to apply on my behalf to the Southold Building Department. d /- /�� --A- 2, h T 2��2 Owner's Sign ture) (Date) �aS�Ati '� Lr�b Icy�c►�'� � (Print Owner's Name) BETSY, S Nota Public, tatf NeidYork No.01 30636 Qualified in Suffolk Coun- � Commission Expires July 18. Bunch, Connie From: Joe Lebkuecher <joelebk@gmail.com> Sent: Thursday, May 26, 2022 10:25 AM To: Verity, Mike; Bunch, Connie Cc: Betsy at Moore Law Offices;Jaimie Lengyel; Patricia C. Moore Esq.; katherinelebkuech.er4 @gmail.com Subject: 935 Franklinville remaining Greenhouse COs Dear Connie, Mike and the whole gang at Southold Building Department: I received the COs for the 54 greenhouses under Building Permit#43813 in late April. Thanks! But the COs for the additional two greenhouses are still incomplete. Why is this? The check for$600 was cut, and delivered along with the application by Pat Moore's office by February 25th. The greenhouses remain unchanged since their original construction, and the 2019 inspection. Please take my money already and get this off the books. If you feel you have charged me for all this in error, as temporary greenhouses do not need to conform to building code; that's fine too. Just quietly refund me and take all outstanding paperwork out of the system. Thank you and have a good weekend, Joe Lebkuecher New mailing address: 10929 Arrowtree Blvd Clermont, FL 34715 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i y 1 � r r I,, G _ 4,wDt0 1__- _ \Y•� fj:r yet S� ]Yl'Y''J16 4: 17s \Fr 9 �tCyl ,p 6•,� / .. 1 y P not &f-I Tio SD SITE DATA To—eA•muo— TYPICALWELL DETAILNOTES Nn t KEY L iff 0--w LOT2 A W OWAMEbENSI ��TION it n Got 2 ow L.orm ly J* PLANNING BOARD CERTIFICATION bk.-z- Su IE c,; J6 7 W., 1 .1 3 — UOT2 OENSXWC�UOA.ATXCN ly 6 ENSTNEEWS CEAT*'LrATXCN —SMW2'.' Li os X1. ;=;7. SUFFOLK COU ;'mi, n. wri EALTHS nCESGReATAMR,MV. bEPARTMENTOF wl w 2 SURVEYOR'S CERTXFTLA110N CC STANDARD SUBlavisioN �y J—h P P .LlbAy,ch, �&MOT� p OSEPH LEMECHER,InA M— KATHERINE LEBKUECHER TEST14MEDATA _wd FILE No. 12227 N41'4WSY" S.H.MG-,N-Yk le NOOSE HCNSE FINAL PLAT FILED AN 282022 Dx w, � �i HlJR9laG N H!1'�� ' �..� .�mw R, �.m m APPROVED BY PLANNING-MU v1 rm TOWN OF GOUTIIOUO ow w f.'—dy Joseph P. ROAD UAT! I SO2. IVED AN 10 ZOU 'oFJuosarOU,caRRY 2022-V C- Trl'WN ra e a a WELL SEAL ` CAP COVER `Q. NEI-., - 40O Os4anderte1.631.1=303eio 631 21,0— • - POWER SVPPLY�� YC^(O t/,��n'`t 'IHERERY CERTIFY THAT THIS MAP WAS MADE BY admNP n IrocrN ACTUAL SVaYEYS COMPLETED SEP.07,3021 AND ••tt��}44yy1A1 A1r �* /} 3e3 9com FUSED FIN.GRADE � ':• �= =••t THAT ALL CONCRETE MONUMENTS SHOWN THUS: ONl`"yi 1�O>�.It� DISCONNECTFED - . ! O ACTUALLY EXIST AND THEIR POSITIONS AR_ a el SWITCH - .. HRnord CORRECTLY SHOWN AND ALL DIMENSIONAL AND 1 1 - GEODETIC DETAILS ARE CORRECT.- ' ML Yon.Lid S . T'homs G.Yblpert.FreFcisbml 6� 1 - CONTROL BOX . `WELL CASING \--"'�.•... ^'i� �'-Y•'/- ; Da:glas E.Adams,FYplesslRnal Erlylyry O/;,i:': /'• '/1 ftctat 0.Tost,NchTwat PRESSURE TANK HOWARD W.YOUNG,N.Y.S.LS.NO.-5893 Robort 5t,—W,A 01,11ect UNDERGROUND _ DISCHARGE ,_-_- TO SERVICE UPLING - (PITLESS ADAPTER) SITE DATA . - DROP PIPE :;�'•'- - TOTAL AREA=35.7860 ACRES { _ ;L•PRESSURE WIRING To 1fJ 'TOTAL NUMBER OF LOTS '2 RELIEF VALVE PUMPALDRICH LANE •ZONING USE DISTRICT =RESIDENTIAL LOW DENSITY(R-80) PRE 55VRE PRESSURE WATER TABLE ------ I SWITCH GAUGE NOTES ' CHECKVALVE THE APPROVAL APPROVAL OF TILS MAP pOESNOT CONSTITUTE THE ACCEPTANCE OF i -{ •' HIGHWAYS.IF ANY.SHOWN THEREON AS PUBLIC ROADS. Y TYPICAL WELL DETAIL I 6ON NTS SUBMERSIBLE _ \1 SVFFOLKCOVNT lY 04EF K50FFICE INLBERRONSHAS BEENCPFILED IN THE 1 ( APPROX.LOC I' I •TELOTLINESOFSUBDTVJSIONMAPSASFILED, CANNOT BE ALTERED OF SANITARY ' WrTHOUTpERMIS,,ON FROM THE PLANNING BOARD,AND LOTS MUST BE SYSTEM SOLD AS SHOWI�ON THE SVBDMSTON AtAP. now or formerly - - SatFE1,T I ' William Meetjbn T •ACCESS IOALDRICH LANE AS SHOWN HEREON IS FOR LOT OFTMS I .. ` 1 - SUBDIVISION ONLY. eEly RelyB° � & Sonya Lucki ,\t �\11 LOT2 ALLOWABLE DENSITY CALCULATION ' (m Lee Dwell'mg with H vIELL Mfl1 APPROX. - I np.8 °( fpoM° I Publie Woler) \ 4� GROUND WATER MANA6EMEM ZONE=VIII' APPROX. I LOC.OF etyOO & ' , APPROX.LOC. '\tl ALOWAWATER LEbE=PUBLIC - t ALLOWABLE DFIJSITY RATE=6006P0/ACRE I l OF SANITARY - LOC-OF O SANITARY. 1 (ttOh°(d R (OwdT,n9 S42*06'41'E 1 SYSTEM �/ o SANITARY'' SYSTEM I ., I ,O�E 169.03' p�-- t\ `s TOTAL AREA OF LOT 2 32.1306 ACRES now or (ormerl AGRIMTURALAREA=1.3598A@ES PLANNZNGBOARDLERTIFICATION y o SYSTEM now or formerly now 'r ormerly David T Bennett & I ' Wayne Dries& now or aq9 q REMAIMNG'AREA=30.7708AO Es 'I Diana _ , 5S 0, 11 - THIS IS 70CERRFYTTUTT3655VBDIVISION PUTHAS BEEN APPROVED BY L:•Hubbard Dathy"Dries I I.OF formerly tn� Barbara.A. BerdinkG ALLOWABLE DENSITY=307708 ACRES X 600 CPWACRE= IB4626PD THE PLANONING BOARD OF SOUTHOLD. LOC.OF Timothy Hou I s� pN (Dwelling) T-• \ - ' (Dwelling) I (Dndling) SANITARY NaneY P Hough ' S6p gti q1E 5y c .q 542'44'31'$ 295.00''Win,\\` tP�i - 232.77 l DATE OF APPROVAL S32' '• •• I (D"err"Q) ' AREA. 1 SLS 'PFO �'O� `` LOT 2, DENSITY CALCULATION 'BY CHAIRPERSON(TOWN OF Sw CLD PUNNING BOARD) 61.48' 39'31'$ 204.92' I - .. .,. - )vDl. ��E I Bqi AGRILUL-Tt1RA1- ��.as sy\ EXISTING BARN=6,334 5F a OD46PD/sF o 253 GPD .. .. S33.36'41-E •Y9 2 SKr 327.62' 380,99'I 53177.21•$ .5622\39 POA Or�oQaa gat°pj° it' EXISTIt4GGREENHOUSES=324,2245Fe0.036PD/SF=97276PD TA¢ 19636' B TOTAL DEN SLY/- 9980 GPD ENGINEER'S CERTIFICATION C(p,TURAL AREA 53.07 Tg25 ��Oie�,Aa 29 t1 ry \\ •IHEREBYCERTIFYTHATTHE WATER SUPPLY(5)AND/OR5EWA6I-DISPOSAL A6R7• wsr 21'W 6 \ sYsTEM(S),FOR TMS PROJECT MERE DESIGNED BY ME 9RVNO ER116 ;. `" N51'39 WELL- "'DIRECTION.'BASED UPON'A CAREFUL'AND IHOROV6,�j�S�TW1DYFF,:'(F7-61 N AY :SITE AND GROUND WATER EOMITIONS,ALLLO?�!sSjAOtb$EDXONF, ��Ln)gAL AREA TEST % -tr°�T o+' �` �� `�\ 3>t$faGfcE'CMSTi.., TOTE SUFFOLK COUNTY DEPARTMENT OF MAL 5 1`TCTI _ _ ., •i N AG OLE of o yTinm' IDU n?Gptt¢ �4 of .,STANDARDS INffFECI AS OF THIS DATE'. 5 P� mz �, PpPROR{•5 �Y�. SUFFOLK COUNTY DEPARTMENT OF ,/ `e•� �„ E Lot 2 §'z� ° 'T mP so o°`h \ HEALTH SERVIEES.GREAT RIVER,N.Y. 32.'1306 AC g-.`'R , n0. �\ - r p� �%•�'. '1"nn�0..01j.¢l DATE .3 ZDZ�' 1 \.HL HOWARD W.YOUNG.NAYS.I.S. ,•'D"AG'2 r E y��,,,I/�. S THOMAS C',WOLPERT,N,YS.PE.N0.61483 po" DOV6LA5 E ADAMS,NYS,PE.NO.B _ TNAT ROMSED REALTY ON OR THIS IS�O CERTIFY DEVELoP?MFi4rpoRJOSEPHH LEESKUUECHER,37I&KAATHERINE { e 1A, " SURVEYOR'S CERTIFICATION N 'LEBKUECHER IN THE TOWN OF SOUTHOLD wITHATOTALoFZ Lars • F(S UUSES w o'P C 3. �p0 = WAS'APPROVED ON THE ABOVE DATE WATER SUPPLIES AND SEWAGE - GREEN i0; EdNot ti,¢O• 1W U -DISPOSAL FACILITIES MUST CONFORM TO CONSTRUCTION STANDARDS IN 'I IEREBYCERTJFY 11iATALL LOTS SHOWN ON THIS PLATCOMPLY WITH J EXISTINA a 70.992 Pp 5?P t,�(A`�R1et� - EFFE[TATT9E TIME OFCONSTRIILTIONAND ARE SVBJECTTO SEPARATE 1THE BVO.DIN6 ZONE ORDINANCE OF THETOWN OF 50 Uf >:':tp Ko p o� PERMITS PURSUANT TO THOSE STANDARDS.THOS APPROVAL SHALL BE VALID �Qt VET), 7 OU SES - I-d1 O•� YJ _ _ONLY IF THE REALTY SUBDIVISION OR DEVELOPMENT MAP IS DULY FRED BIDFINERY ORDINANCE TOWN OF N ISTD t:ACtYt Y�M. r G(REENH L8,- IR s WITH THE COUNTY CLERK%VI ONEYEAR of TI ILS DATE CONSENTTS .. THE - I EXIEiT A c 59.160 5E HEREBY GIVEN FOR THE FILING OFT IS MAP ON WHICH THIS ENDORSEMENT FVRSUANT.TOSECTION 278OF7HEN,YS.TO ,�SNp:HfiiiiiE TEST M 391.43' N38'23'll'W APPEARS iN THE OFFICE OF TCOUNTY CERKIN ACCORDANCE.WRH THECOOEOFTHE TOWN OFsoV1H010/ .^Y,• O 'h HOLE#2 S3•W "P.ROYISLONS OF THE PUBLIC HEALTH LAW AND,TFIE SVFFOlKCOUNTY .. �•Fa„•Ay:i 27• SANLTARYCODE �/� t E EENHOUROTAL QUA SES ? TERbAWVDIAK.JR,PE 7rtr'v5"ic.._`I• ' Y Ey15TA Gg0.372 3� ,0• DIRECTOR,DIVISION OF ENVINMENLITY ,F WALO[ J� U HOWARD Y/.YOUNG,N. .IS.NO.. 93 AND EXISTING GRp37000 SES N - -. GFA= now,or formerly Joseph P. Lebkuecher, Jr. STANDARD SUBDIVISION - 3 (neid,Gr.P-) TYPICAL PLOT PLAN JOSEPH LEBKUECHER,III& KATHERINE LEBKUECHER N321107'36•)y wow a _I TEST HOLE DATA n- urel,Town of Soiu-thold t- NAIL w�,L Suffolk County,New York IUR[T""O 411.56'A N 1 5/1/1990 WITNESSED BY SCDHS �'�{ K ' 121 37' MAP OF•FRANXLINVILLEHOMES*SCD14SREF#90420 o HOUSE n a HOUSE FINAL PLAT. 'N33'25'29'W '144.20' - N33 7'20-W N362111W 242.58' ^ v 197.34' - - _ `IC THtfl TH42 TH3T3 $ F N32'17'27'W F� CL�v L� _ - T totmryr Atip o�R,IDoo ate.125 e�w oz z.z. E4-22D b.0' EL--16.0 LOAM 0.0' EL-25.0 0.0' _ - EP 21 now OCT 2:2D2� LOAM' (SC) Lo. LOAM ;T 'a R a or formerly Joseph P. Leb _ j� - - 1` MAP PREPARED SEP. kuecher, jr. APPROV !� rt LO' (5h 4 Record of Revsions (FTeld Cr t:lJ p�A L�'ou(i cldToY+n SAND 3.0' H `yA tEAaRL t f _ REVISION DATE °Ps) Planning card 6RAVft YA^P w PRPL IlPANAPH No,. {� 12227 6 //�6'p�' - 4LANNI?dG COARD _ s s D (SM FILE 1 [.L �j TOWN SSW) 2 ��OAR L OF SO GRAVEL ewEL=6.o GROUND GRAVEL ROAD Y FIIFU .DATE GaovND UTHOLD (SW) sANo 1 Z/'-7/ Ti�r1 O�S08".:Otd 6 WATER (5W) 7 7 20z� colm-MS G Re-mdi9R: GRAVEN p BOTTOM OF LEACHING POOLS SHALL BE A MINIMUM OF 3 FEET J t Ll (SW)(5W) �� ( 175850#ABS.N JAN 2 S 2022 t 770' 13,0' 18.0' 1i ABOVE HIGHEST EXPECTED GROUNDWATER. [' ((}����Y '• "/:12 P� NO WATER M6HESTEXPECTED NO WATER •PROPOSED SANITARY SYSTEMS SHALL BE A MINIMUM OF 150' .100 0 50 100 2D0 X100 L: A FCLED JAN 2,KJ-ZO22 JUDITH A.PASCALS - ENYOUNTERED 6ROUNDWATER=61 ENCOUNTERED - FROM NEIGHBORING WELLS. - �'A ScDle:1'=100' CLEM OF SUFFOLK C,OUNiY � •PROPOSED WELLS SHALL BE A MINIMUM OF 150'FROM P-^•t Til.2 _ NEL6NBORIN65AMTARY SYSTEMSJOB d ♦ 1 ,.-.;i! ✓` =f n,l.:r f l:y) ! ...—\ - - ; bWG.NO.LE20337-22 20F2 DWG.LE970337�OI8_OOZ2_/-ml plat F E q 5 2022 _ l - 7 - i of-d. T/0 S,D WELL SEAL CAP COYER POW'El SUPPLY( 'I HEREBY CERTIFY THAT THIS MAP-5 MADE BY ` aCX)OstraMer.4venPo,R6rerlba�,Nen Tork 11901 ACTUAL SURVEYS COMPLETED 5�•Ol,3021 AND FUiEO rte' tcl.631.12T�303 Taw.621 T.0144 Oiij%��}. DTS[CMIECT FIN bR;OE :. I•j atlmMP InecrH THAT ALL CONCRETE MONUMENTS SHOWN THUS ACTUALLY EXIST AND THEIR POSITIONS ARE SwirCH :•. - _ FN 4�r n1( youllycro ysan ,L O s- 1•-' \[ORRECTLYSNOMANDALLDIMENSIONALANDoul`�yr 1tdlt17rt ggEODETIC DETAILS ARE CORRECT.• CONTROL BJX Ib.veC YV.Youro,IoM My 1 '•:\ •{ ; •NEIL CASING _ J I" - I �r.`Yt-/'i 7// .•••-•• - PRESSURE TANK - r, Lr�? / YC Thomas G.YblperL Pro/esstorel 6�oH, i��rHCWARD W,YOUNG.N.Y.5.L.S.NO.45893•,- - UNDERGROUND b'' I Dovobs E.Atians,P.o/essb•al Ena DISCHARGE Robert C'.T i.AraN:oet _ TO SERVICE A I'%- .'�. COUPLING A� Reber.Ss W,MCN:oet ADAPTER) FJ, •WELL S32'S5'Si'E a \- 25.00' ; _ -r- AS DROP PIPE i ACCESS&UTILITIES EASEMENT PRESSURE) SITE DATA ' DESCRIBED IN L 13023 P.-B72 RELIEF VALVE WIRING PijmP %y j o�' ,�/�-/, / i - TOTAL AREA=35.7860 ACRES 5 I I PRESSURE �PRESSURE WATER TABLE Y /�/.'%�1 /9'% //%�%/'-'•/i- �`(i,�•i/. 8 . I I "ELL SWITCH GAUGE /i %�"'•��/��''.//.•ln . •TOTAL NUMBER OFLOTS 'WELL 1 ' I �•�.. , /.% ;%.:%:'. APPROX. n r In YlE1.L CHECK VALVE //%'�G'�S,iii, �///" :TO USE DISIAICT =RESIDENTIAL LOW DENSITY(R-BO) LOC.OF ' SANITARY / ni n 1 t 1 � �;/�iiii'/ . NOTES sysTEM i z I I TYPICAL WELL DETAIL WELL I NT5 SUBMERSIBLE c •THE APPROVAL OF THIS MAP DOES NOT CONSTITUTE THE ACCEPTANCE OF j r 0 APPROX _I 1 APPROX. PIMP LOC.OF r C)APPROX. LOC-OF ` ; .,,,. KEY).,1Ap HIGHWAYS,IF ANY.SHOWN THEREON AS PUBLIC ROADS. SANITARY ' LOC.OF I O SANITARY 1 '�•; •ADECLARATION OF COVE AND RESTRICTIONS HAS BEEN FILED IN THE SCALE.I'=600' SYSTEM I SANITARY SYSTEM I I -'i:;; SUFFOLK[OUNTY CLERKS OFFICE IN LIBER cp SYSTEM ' I ' O APPROX. .•THE LOT LINES OF SURD[VLSION MAPS AS FAED.C_ANNOTBE ALTS_RED I (Owellrly) r I ; O LOC.OF AS BOARD.AND LOTS MUST BE r I W1TH011T_PERMISSION FROM-THE PLANNING BO R SANITARY SCREEN SOLD SHOWN ON THE SUBDIVISION MAP. now Of far ' I SYSTEM I •4CCE55 TO ALDRICH LANE AS SHOWN HEREON i5 FOR LOT l OF THIS Lo Merl b 'I I uis Boschett� �' n (owenng) i I su8DMSIoNONY. LOT 2 ALLOWABLE DENSITY CALCULATION Ir Lot ) (V-'no 1 for now or i Lot I (Dwell�g) I I GROUNDWATERAUNAGEMENTZONE=VIII WATERSUPPLY=FUBLrC. 1. F merly Jose now or fo? Subdivision _I I (owen;ny) ; 1 -r d ALLOWABLE DENSITY RATE=6D06PD/ACRE LebkuecherhI. I. DD Che-Woodsiy I Suff. Co.i ile No Cron i I (owu6ng) '3a 5p _ I U TOTAL AR EA OFLOT 2=321306 AORES S34.09'41 E I Lot 3' a ABRICVLTURALAREA=1359BAcREs PLANNING BOARD CERTIFICATION yl A. WOOIfS I I _ ' HELL REMAINING AREA c 30.7708 ACRES S. r$3 I ' LO t LO t 5 ' WELL - APPROX g - THIS IS TO CERTIP/INAT,TEOS SUBOMSION f1..lT HAS BEEN APPROVED BY 077'01" 25,05' I I ' 4 I Lot APPROX ALLOWABLE DENSIT`/=30.7708 ACRES><6006PD/AOtE= IB4626PD. EHE PLA6P1IIJra BOARD OF SOUTNOLD. I I s I LOC.OF I LOC.OF 77775' ' 339-62- r o SANITARY O;SANITARY I I i I _ Dovoid TrBen eerly o SYSTEM ' j Wa or fa SYSTEM I DATE OF APPROVAL 'bsnRO ASL ` MI9nRIID: 102 93 I I & LOT 2 DENSITY CALCULATION , Iv (Tm;u). t,=n MIRA Dion tt &, I. yne Dries I T :723o' S33.03'21•E I ' L. Hubbard r Cath - . -� 775.03' - - t I f Y Dries. I tJ DQSTIWG ARN=63345F@O.d GPD/SF=253GPD CHAIRPERSON OF SOUTHOLD FLAM41M ROARD) aa HOUSE PRWATE Y/ELL,ANO rn (Owdlln9) S (Dw EXISTING GREENHOUSES.3214224SFeoO3GPD/SF=4727 WD f TREATMENT AS DESCRIBEDAN I`l 775:03' 602.09' �IIn 9) I , L 12410 P.310 0 175.03• 533'S0'2j•E 232.77I I TaTALDENslTv= 9sebGPo ENGINEER'S CERTIFICATION .. R HEREBY CERTiFYTHATTHE WATE115UPPLY. . 5.70' : 970:29' - S32'38'31'E 204.92' ' I (5);i q,.RSEWAGE DISPOSAL HO^LE ttI 6248' I 5YSTEM(5)FOR TQSPROJECT WERE DESIG7•ED 9Y ME 11R0 i�D611i.Y-, -. 7 Gt ISJ3'J6'41'E r DIRE CTIOFL BASED VPON'ACAREFUU AND 7HORO.UGFPSIUOYDk'SHE,$O �a RnO ' - .V ST 380.99'1 SITE AND GROUNDWATER CONDITIONS,ALL LQ VASPROP(1S�o dOt16.. 0. A -a 327.92' p TOTIE5UFFOLKCOLNIYDEPAR.I-NTOF- RE`I(VrCE�tQN�l"y1{il g 0i 'EnsmvO A A i m L11 STANDARDS IN EFFECT As OF THIS DATE• - F�^Y r=I sx2alFNnly T - AGRIEULTt1RAL ARE 53.07',. p�. N y/7•.x`� t _ I� SUFFOLK COUNTY DEPARTMENT'OF t'°j ,.�•; F�: 3.6554 AC .. L012. -. � �.�1 HEALTH SERVICES GREAT RIVER,N.Y. g5 _ _ 321306AC ._ s qN ,e _ jam "✓. //ti:- \\ �.ta l�K DATESEP O 9. 2021C�I a1'-. HOWARD W.YOUNG,NYS LS.N0.45093n [•Ti7�,, '46169-�1�,"� I _ THOMAS WOLPERT,N.YS.PEN0.6H83 4A- • AA /! 3 7 rss.� H O Com,... h • ^I - � - � � � o �� THIS IS TO CERTIFY THATIT¢PROPOSED REALTY SUBDIVISION OR DOUGLAS EADAMS,N.YS.PE N0.80097 v I .. 3 ; t�, DEve.OPMENT FOR JOSEPH LEBKUECHER,A2 6 KA•TNERINE, II LEBKUECHER ir7 THE roWN.oF 5Ol1THOLD WITk ATOTALOF2 LOTS WAS APPROVED ON THE ABOVE DATE WATEk'SUPn1ES AND SEWAGE, SURVEYOR'S CERTIFICATION N _ - Cr_ bl5P05ALFAaLMESMOSTCOWQRMTq CONSMCTroN5TANDAPbSIN - ... " " m' 'S EFFECTi1TT¢,TIME OF CONSTRUCTION ANDARE SUBJECT TO SWARATE ,'I HEREBY CERTIFY TATALL LOTS SHOWN ON THIS PLATCOMRY,WITH PERMITS PURSUANT TO THOSE STANDARDS,.THIS'APPROVAL SHALL BE VALID ti i � 7 a` ys • DFB.YIFTIIEREALTY,SUBDMSIONORDEVELOPMENTMAPI5 DVLY FILED T}HEBUILDIN6 ZONE ORDINANCE OF THE TOWN OF 407.93' - - N35'3752`W .. 209.28' - _ I;, WITH THE COl1NTY CLERK W[ODN ONEYEAROFTIQSDATE.CCNSFNrr5 BU ILDINGZANEOR/ittWTAULOi7bV/NOFS LD S4•ODI THE. .'I HEREBY C'EINTFY THATALL LOTS SNOWta ON g / 61J.21� { HEREBY GIVEN,FOR THE FILING OF 7HIS MAP ON WHICH THIS ENDORSEMENT 0��• n I - N37 THE 1= 1�I F.1,THEIDFFICE OFTiECDUNTY,CERKIN ACCORDANCEWIFI 8 APPEARS PURSUANT (!7111' D RTI[LE• o� PROVISIONS OF THE PUBLICHEALTH LAW AND THE SUFFOLK THE CODEoFTHEToWT4oF souTHOLD.''. y . �'.'&?' •�', / 9 SANITARY CODE - - O'7�n- -I :I� Y uAm A9w _ x `uta v."y+: •: .A.4Y o. -��WALTER DAWYDIAK.JR.P.E. OR DLRECTCR,DIVI5ION OF ENVIRONMENTAL QUALITY Ir 6 _ 'HOWARDW.YOVN6,N,Yb,L5.NO.45b3 - C {l9 J STANDARD SUBDIVISION now or formerly Joseph P. Lebkuecher, Jr, m - (Field GOPs) W GREENHOUSES ... TYPICALPL,OTPLAN o E-AIST A gp372 c) JOSEPH LEBKUECHER,III& € axEENYIOLjsEs KATHERINE LEBKUECHER d A TEST HOLE DATA E cls nNA 105700 SF § FILE �!o "Lj "" 3J• '4 �" - at Laurel,Town of Southold 5/41990 WITNESSED BY smHS MAP OF•FRANKL7.NVILLE HOMES•5CDHS REF#90-020 1441'49'53.W Wo- Suffolk County,New York S 53:58' 20'W 2)6.79' & A 7 5 8 5##ABS.No. THgl ' TH#2 TH#3 N32'i'as„ f1 g HOUSE Hoi15E FINAL PLAT d 'O7•t r] EL-27 0.0' EL-16.0LOAM 0.0' EL-25.0 Do, w p,�a_/ 4jT-5 R T - ' c-ty Tw MAP ymq 1000 su+o.125 sM 02 w 22 s FiLED3JAN IGFO 2022 LOAM (SQ 6 N3,3*25 w 744. coif x MAP PREPARED SEP.o7.zoz1 C (SQ 1A' LOAM 37' 1- zo' (SQ '� 2529' 20' b SAIND 3.o' APPROVED BY � N33.1Tz0'W � `s GRAVEL Record of Revisions SAND (sw) PLANNING EOARD Q _ �.g�. �PMNVE REVISION DATE Y EIOANSTW ' FlLE.D � now. • GRAvEI- 6WEL-6.0 10.0' SAND , (sw) SAND GROUND GRAVEL 70WPI OF SOU171iOLD or formerly .Jose p ROAD J1: Y "A L WATER (sw) �2�7 ill (F na craPPh P. Lebkuecher, Jr. 1\ECEIV DATE h.0' ]3D' 18.0' r r` _ •BOTTOM H LEACHING POOLS SHALL BE A MINIMUM OF 3 FEET 4 # CLERKO OF CALECOUNTY �) �\ ..A,•`LJ I OCT 2C�D ABOVE Fa6NEANITARYEXPECTED SYSTEMS SHALL BE NO WATER HIGHEST EXPECTED NO WATER ��r"�v �U21 ! ' ENCOUNTERED GROUNDWATER 6.1 ENCOUNTERED _ - 100- 0 50 100 .2DO 300 Y j •PROPOSED SANITARY SYSTEMS SHALL BE A MINIMUM OF 150' TD'.'T p($CNIhDId sDut-Fi'oTSt0Wn FROM NEIGHBORING WELLS. _ _ Covenants&APMNe L PldnnIng BOarU •PROPOSED WELLS SHALL BE A MINIMUM OF 350'FROM Scale:1'=100' LBFfT�3(�'L�PAG 3E� NEIGHBORING SANITARY SYSTEMS. Y •gCp1+1 F w JOB NO.2078-0022 �+:'� _ - �'p•hT 4�>.; `� DwG.LE970337_zole ao22_FfPul mt l of z }� ,� ' F E� t 5 2022 Tf:TAT r . n "�jjt s=,i i,'t�':r 9.��^t.-'j -�Sr"_'_ ;.y�'wi'>r'-�$',: R-�fjN,�•tk''v:c';l..W'...L.Y� '�v. mil.:^,'.. f•.P„5.'X. - SN ;',F,r', to y..r'p'.+-('•1.. AP ROVE® AS NOTED DATE: / B.P.# t2J 9 4 ' \ �.: ✓V i a -2 FEE: e BY: " NOTIFY BUILDING --�' DEPARTMENT ARTMENT AT 111 5"ys 765-1802- 8 AM L �� FOLLOWING INSPECTIONS: � P r M FOR THE CTIONS: I. FOUNDATION UNDATION - TWO REQUIRED i. .I i R P , FOR POURED CONCRETE f l 2. ROUGHRAMItJG & PLUMBING 3. INSULATION I I FINAL AL MUST BE COMPLE"_ 0. ALL CONSTRUCTI:,, SR - - • ' - REQUIREMENTS OF "MEET THFUIRE OF THE CODES OF NEIA YORK STATE. NOT RESPONS1 LE FO . DESIGN OR CONSTRUCTION ERRORS, COMPLY VVITH ALL CODES OF NEW YORK AS RE0I.1 ,TATE & TOWN CODES - . AND CONDITIONS OF ,1THO.D TOWN PLANNING BOARD d TEES j h r OCCUPANCY OR USE IS UNLAWFUL WITHOUT ° CERTIFICATE - .___. .. . OF OCCUPANCY Additional � y4 Certification T- 2 May Be Required. A Y L •fir--- 3 • . .. - Build�Your� with , x r ra.'M �� d'�,�rt�l II�i . '\ - - _--- _ .�, •IO dry��r...r�3 Gatorshield " isdefined quality r • consistency, • • is nallied specifically manufacturedwith runique ofstrength TUBE • r • advanced corrosionprotection. as an • A PART OF&atkore leader, for over 40 years Gatorshield has protected over 25,000 acres of greenhouse I been the long-standing Contactproduct of choice for a reason. • your greenhouse • • 800-882-5543 or • • • • representative. GATORSHIEW LAYERS OF PROTECTION GATORSHIELD° ADVANTAGES • Superior Strength — Minimum 50,000 psi yield strength and 55,000 psi tensile strength provide Clear Organic Coating (Qwick-Coate) the ultimate in structural integrity. Unsurpassed Corrosion Protection — Gatorshield Conversion Coating is more resistant to rust than any competitive _ Uniform Galvanized tube product. The Flo-Coatp ' rocess makes Zinc Coating the difference! High-Strength • Ease of Fabrication -- No chipping or flaking r v Cold-Formed Steel when bending and/or flattening 901/6 Zinc Organic • 9 Versatility — Gatorshield tubing is available in - Interior Coating a wide range of sires in rounds, square and rectangular shapes 800-882-5543 Gatorshield Steel Tubing vs. Aluminum we i • PSI -2 WLIA- XAO 44 0111. et 4,4 AiAA I'! • i ' The Engineered Choice for Outdoor Structures ...ARE MORE THAN SKIN DEEP Interior Corrosion Gatorshield"coating is Allied's superior,triple-layer rust and corrosion resistant Resistant Coating product protection. Gatorshield coated steel tubing has been the standard of excellence t and the product of choice for outdoor structures for over 20 years. Gatorshield tubing Hot-Dipped Flo-Coat is given superior corrosion resistance by our patented, in-line Flo-Coat'process.A Uniform Zinc .99.99°x6 pure zinc coating is applied,then a conversion coating.A clear organic topcoat Galvanizing seals the surface.The result is unmatched,long-lasting rust and corrosion protection. Gatorshield tubing's bright,smooth and uniform surface retains its attractive appearance for an extended period.Aluminum turns a dull,dark gray as it ages. COSTLY...CAN MAKE STRUCTURES LESS Gatorshield tubing's advantages over aluminum add up. Lower material cost, less material required per structure,and less fabrication expense add up to a compelling cost argument in favor of Gatorshield tubing as the material of choice for outdoor Conversion structures.And the much reduced risk of post-installation failure due to welding and Coating wind,snow or ice loading is an"insurance policy"against expensive repair or replacement in the future.Also,the use of steel reduces theft and vandalism of Clear Organic Coating structures...the scrap value of aluminum is more than 10 times that of steel.Satisfied users agree on Gatorshield tubing's cost-effectiveness—and on its superiority. Cold-Formed Steel Providing High-Yield/ d. i High-Tensile Strength 1 GATORSHIELD ADVANTAGE...GREATER STRENGTH The superior strength of Gatorshield steel tubing is the key to its advantage over aluminum,yielding greater structural integrity and requiring fewer linear feet of material per structure. In turn, these advantages translate into longer life and lower costs for outdoor structures. PROPERTY 50/55 W/GATORSHIELD ALUMINUM GATORSHIELD ALUMINUM Yield Strength 50,000 PSI Min. 25,000 PSI Tensile Strength 55,000 PSI Min. 30,000 PSI % Elongation 25% Min. 15% Min. Modulus of Elasticity 30 x 106 PSI 10 x 106 PSI Typical Surface Hardness—Rockwell B 75 35-40 YOU'LL NEED LESS MATERIAL Domed Umbrella Domed Umbrella Gatorshield tubing's higher strength permits the use of less linear footage,smaller sizes and/or lighter wall thickness to achieve the desired design performance.The design comparison below demonstrates that less Gatorshield tubing is required than aluminum for any given outdoor structure.Less material and Gatorshield's lower material cost (approximately 50% savings vs.aluminum) give Gatorshield a compelling advantage over aluminum. MATERIAL NEEDED—LINEAR FEET SUBJECT GATORSHIELD ALUMINUM 7'Typical Radius 7'Typical Radius Domed Umbrella 768 1328 7'Typical Radius 71.5 103.5 SECTION PROPERTIES—ALL IED'S GATORSHIELD EQUIVALENT PIPE SIZE SIZE A I SM R LBS/FT A =Cross-sectional Area(inches').Assists in 1/2' .815 x.072 0.168 0.0117 0.0287 0.263 0.571 determining size,once load demand is known. 3/4" 1.050 x.083 0.252 0.0296 0.0565 0.343 0.857 1 =Moment of Inertia(inches').Measure of a 1" 1.315 x.083 0.321 0.0612 0.0931 0.436 1.092 tube's resistance to deflection under load. i/a" 1.660 x.083 0.411 0.1281 0.1544 0.558 1.387 SM=Section Modulus(inches').The key ingredient to determining load-carrying capabilities. 1'/2" 1.900 x.095 0.538 0.2199 0.2315 0.639 1.831 R =Radius of Gyration(inches).The critical factor 2" 2.375 x.095 0.680 0.4429 0.3729 0.806 2.313 for determining buckling loads of a column. COMPARABLE STRENGTH Y Gatorshield permits substitution of lighter gauge, less costly steel in place of heavier gauge aluminum with no loss in strength. COMPARABLE STRENGTH ALUMINUM SIZE GATORSHIELD SIZE 1.00 sq.x.125(11 ga.) 1.00 sq. x.035(20 ga.) 1.00 x 2.00 x.125(11 ga.) 1.00 x 2.00 x.035 to .065 (20 ga.to 16 ga.) Gatorshield also allows up to 22% reduction in outside diameter when compared to same gauge aluminum without sacrificing strength. COMPARABLE STRENGTH ALUMINUM SIZE GATORSHIELD SIZE 1.315 x.083 (14 ga.) 1.050 x.083 (14 ga.) 1.660 x.083(14 ga.) 1.315 x .083 (14 ga.) 1.900 x.095(13 ga.) 1.660 x.095 (13 ga.) GATORSHIELD ADVANTAGE...SUPERIOR FABRICATION A comparison of the requirements for fabricating outdoor structures of Gatorshield and aluminum reveal major advantages for Gatorshield: Gatorshield ductile steel tubing withstands the bending and forming required for custom awning designs, recreational equipment,etc.Common tempers of aluminum,however, continue to age-harden while in storage,and can break during any fabrication process, causing costly scrap losses. Aluminum loses approximately 50% of its strength in the weld area,which could cause post-installation failure if welds are not located in low stress areas during its design. In ►,� , addition,welding of aluminum,or using aluminum electrodes which contain magnesium, can result in unsightly black deposits. Steel structures require significantly fewer welds as indicated in the comparison below. The result is lower welding labor costs for Gatorshield structures.Welding Gatorshield also * � requires less expensive equipment and materials.And,unlike aluminum, Gatorshield can = be easily welded in the field. y WELDING REQUIREMENTS—TOTAL WELD COUNT SUBJECT GATORSHIELD ALUMINUM Domed Umbrella 112 395 7'Typical Radius 55 95 Gatorshield steel tubingeasily and less expensively�is p y painted or powder coated than aluminum, offering variety in color,texture and sheen to enhance design possibilities and aesthetic appeal. Because Gatorshield's third coat has the same paint chemistry and surface consistency as costly primers,finish adhesion is excellent,providing a long-lasting, attractive appearance. COATING • • COMPARISON Light Wash Using Gatorshield eliminates extensive pre-cleaning Allied Gatorshield •• g uid or Powd and costly disposal of waste products generated when C eaning Coating coating aluminum. Aluminum ••• ► Cleaning ••••► Desmut .... Conversion Coating ,., Liquid or Powder or Anodizing Coating Je 'Disposal of Heavy." Metal or Hazardous Waste ADVANTAGE... UNMATCHED DURABILITY The higher rigidity of Gatorshield structures means less bowing and deflection than aluminum structures under identical load conditions.This translates to a much more stable installation,with far less chance of damage to the fabric covers,graphics and back- lit illumination equipment of custom awnings and the roofs of structures.Gatorshield's superior hardness makes framing and support structures much more resistant to everyday dings and dents.And its approximately 30% greater load carrying capacity than aluminum, size for size,was dramatically revealed in a wind-load test conducted by Construction Research Laboratory, Inc.of Miami,an independent testing laboratory. WIND LOAD COMPARISON Both test awnings were 150"wide by 3'6"high by 8'0"deep and identically attached to a supporting back wall structure.One awning frame was fabricated of Gatorshield 1.050"OD by 14 gauge and 0.815"OD by 15 gauge welded steel tubing; the other from Schedule 40 1.050"OD by 12 gauge and 0.840"OD by 12 gauge 6061-T6 extruded aluminum pipe. Identical awning material was used for each,and each awning was subjected to wind speeds increased in 10 mph increments.At 60 mph,the aluminum awning frame collapsed within 4 seconds.The frame made from Gatorshield2 steel tubing exhibited a slight downward bow at 80 mph, but did not fail. �w IL 6 • 101 RIM • For durability and installation stability,Allied's Gatorshield"steel tubing is far superior to aluminum for all awning and canopy frame applications.Full test information, ' including a videotape of the wind load test, is available upon request. NATIONWIDE DISTRIBUTION NETWORK Astrup Company Griffin Supply Sonco Worldwide Tube Webcan Steel(Canada) Cleveland,OH•Hayward,CA Hammond,IN Bladensburg,MD•Fairless Hills,PA Willowdale,Ontario Santa Fe Springs,CA•Irving,TX 800-759-0879 888-766-2613 Woodstock.Ontario Edison,NJ•Miami,FL•Elmhurst,IL www.griffinsupply.com www.soncotube.com Montreal,Quebec Seattle,WA•St.Louis,MO John Boyle Company 416-493-TUBE Lithia Springs,GA•Denver,Co y P y Tubular U.S.A www.webcansteel.com 800-786-7601 Statesville,NC•Cherry Hill,NJ Weldon Spring,MO•Kansas City,MO www.astrup.com City of Industry,CA•St.Louis,MO Denver,CO•Salt Lake City,UT Western Canada Lake Park,FL•Grand Prairie,TX 636-926-9000 Tube Products(Canada) Carolina Galvanized Tube Indianapolis,IN•West Mifflin,PA www.sales@tubularusa.com Coquitlam,British Columbia Greensboro,NC Atlanta,GA•Cranston,RI Calgary,Alberta•Winnipeg,MB 336-274-2474 800-438-1061 U.S.Wholesale Pipe&Tube 888-804-7774 www.carolinagalvanizedtube.com www.johnboyle.com Holiday,FL•Fullerton,CA www.westerncanadatube.com Benecia,CA•Stone Mountain,GA Fisher Bros.Steel Ohio Galvanized Tube Kent,WA•Arlington,TX Englewood,NJ Ashland,OH 800-708-TUBE 800-631-1543 419-289-3183 www.usw.com www.f(sherbrotherssteel.com www.ohgalvanizedtube.com (;Walked tgC0 TUBE&CONDUIT Electrical& www.alliedtube.com Metal Products ©Allied Tube&Conduit Printed in USA 9/03 ATC-L-1731 i I• �s n /U Ler "AM If(%4 'LS` I o LIF SHv LCCA Ii � W cid �i rc2o, tw i VJUT1 .u. a •�c�i w 1 AW r U Nki ^�