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HomeMy WebLinkAboutPermit L96-0030 - GREEN RIVER FLOOD CONTROL DISTRICT - 42ND AVENUE RIVERBANK SEPA EXEMPTIONL96 -0030 King county SURFACE WATER MGT. special permission green river flood control district June 7, 1996 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Mr. Dave Clark, Manager River Management Section King County Surface Water Management Division 700 Fifth Avenue, Suite 2200 Seattle, WA 98104 RE: NOTICE OF EXEMPTION for Proposed 1996 Flood Damage Repairs (File #L96 -0025) Dear Mr. Clark: I have reviewed your proposal for riverbank repairs along 42nd Avenue South. I find that the proposed work meets the criteria for a "maintenance" exemption from a Shoreline Substantial Development Permit (WAC 173- 14- 040(b)), and for compliance with the Shoreline Management Act and local shoreline master program policies (WAC 173 -14- 040(1)(3)). I find that the project is also exempt from SEPA review as an "emergency" (WAC 197 -11 -880). These findings are based on information contained in the project file, as noted below: Project Name: 42nd Avenue Riverbank Repairs Applicant:. King County Surface Water Management Division Location of Project: Green/Duwamish River, 42nd Avenue South, Tukwila, WA SE 1/4 Sec. 10, Twn. 23, Rge. 4 Corps Public Notice Number: NWP 3, Section 404 Project Description: The project involves the excavation/regrading of failed riverbank areas, and reconstruction of the bank. Riverbank repair will occur at three sites along 42nd Avenue South as follows: for approximately 200 1.f. to the west of the Tukwila Community Center, approx. 150 1.f. at 12026 42nd Ave. So. (Fire Station 53), and approx. 120 1.f. at 11810 42nd Ave. So., for a total of approx. 470 1.f. for the entire project. All work will be conducted on the west side of 42nd Avenue South or within City of Tukwila right -of -way. Existing significant ( >4" diam.) trees along the riverbank will not be damaged by the project. Work will include the installation of a 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 z ._1: i-w JU U0 ww W I: J "CO LL; Ili 0. g • tL Q o. .1= --w. Z w w: 0: OU 0. • • 0 H!. w— O~ z. toe buttress and large woody debris for fish habitat. The embankment will be reconstructed with live geogrid layers containing willow and dogwood cuttings. Work in front of the Community Center will be completed by July 30, 1996, to avoid potential interference with the City's pending 42nd Avenue street improvements. While the above project has been found to meet exemption criteria, any future riverbank repair projects should be evaluated through the SEPA process. We agree (ref. your memo 5/29/96) that the original programmatic checklist may be out of date and/or inconsistent with new regulations and your own project designs. In addition, the cumulative impacts of similar, related proposals need to be evaluated relative to Tukwila's new shoreline and Comprehensive Plan policies. To expedite Tukwila's review of future riverbank repair projects, I strongly recommend that a revised programmatic checklist be prepared as soon as possible. Please feel free to call me if you have any questions (431- 3670). Sincerely, WT Steve Lancaster Director, DCD cc: File Ann Siegenthaler, DCD Phil Fraser, Public Works Bob- Fritzen, DOE Alice Kelly, DOE Project: 42ND AVENUE RIVERBANK REPAIR PROJECT Review for SEPA & Shorelines Exemptions File: L96 -0025 Date: June 6, 1996 Prep: Ann Siegenthaler DOCUMENTS REVIEWED: Letter from Dave Clark to Steve Lancaster (dated 4/26/96), including Project Description Vicinity Map River Maintenance Program Permit Application Checklist (rec'd 5/29/96), including Project Description Construction sequencing Description of Work, Method & Equipment Conversation Record 5/30/96: Ann Siegenthaler/DCD with Andy Levesque/KCSWM Project construction details & site plans submitted by Levesque 5/31/96 PROJECT BACKGROUND & DESCRIPTION: Based on documents in the project file and conversations with project lead Andy Levesque, the purpose and scope of the project are as described below. Project Background: The purpose of the project is to repair areas of riverbank armoring along 42nd Avenue South that were damaged by 1995 floods. The original riverbank structure was completed years ago, under the auspices of the Green River Flood Control Zone District (GRFCZD), in which the City of Tukwila participates. Through the GRFCZD, the City is assured of continued maintenance of flood control structures along the river. This arrangement was renewed in a 1990 interlocal agreement between the City of Tukwila and King County Surface Water Management (KCSWM), in which Tukwila "agreed" to the use of King County standards for riverbank repair (based on 1993 KC Riverbank Stabilization Guidelines). Project Description: Riverbank repair will occur at three sites along 42nd Avenue South as follows: for approximately 200 1.f. to the west of the Tukwila Community Center, approx. 150 1.f. at 12026 42nd Ave. So. (Fire Station 53), and approx. 120 1.f. at 11810 42nd Ave. So., for a total of approx. 470 1.f. for the entire project (see section map in project file for work locations). All work will be conducted on the west side of 42nd Avenue South or within City of Tukwila right -of -way. An 18" water main lies within the project area; however, the proposed work has been approved by Public Works and will be conducted a minimum of 7 feet from the main. Existing significant ( >4" diam.) trees along the riverbank will not be damaged by the project. z ~w: • t 2' 00 0 • N w. W =. w 0 ga co =d; I-w E- O' . z w; • ON -', w w: H U w o: ui z: O H' z The project involves the excavation/regrading of failed bank areas, and reconstruction of the bank in such a way as to prevent scouring and to provide habitat enhancement features. It will include the installation of a toe buttress of 4' to 6' diameter quarry rock (rip -rap) below the Ordinary High Water Mark (OHWM). To enhance fish habitat, 25 logs with rootwads and 25 -50 pieces of brushy tree tops will be distributed throughout the project, installed below OHWM into the toe buttress. The embankment above OHWM will be reconstructed with live geogrid layers containing willow and dogwood cuttings. Typical details of this work are contained in the project file (Log Toe & Live Geogrid Restoration Bank Detail; Log Pattern Detail; Levee Slope Failure Repair with Live Geogrids, Log Flow Deflectors & Toe Rock). Public Works has previously accepted KCSWM standards for riverbank facility repairs (King County Guidelines for Bank Stabilization, adopted via the King County Flood Hazard Reduction Plan). KCSWM will be responsible for the design and installation of the project. Construction will begin upon approval of the permit exemption; the construction "window" extends through September 1996. Work in front of the Community Center will be completed by July 30, 1996, to avoid potential interference with the City's pending 42nd Avenue street improvements. The HPA permit for the project is pending; when issued, it will ensure that Dept. of Fisheries concerns are addressed. PROJECT PERMIT EXEMPTIONS Shoreline Substantial Development Permit "Normal maintenance or repair of existing structures" is exempt from shoreline permit requirements provided that it does not cause "substantial adverse effects to the shoreline resource or environment" (WAC 173- 14- 040(b)). In addition, the work also "shall be consistent with the policies and provisions of the Act and the applicable shoreline master program" (WAC 173 -14- 040(1)(3)). Based on documents in the project file and discussion with the applicant, this project meets the above criteria and is exempt from shoreline permit requirements (WAC 173- 14- 040(b)). SEPA Review The WAC specifically states that the following uses are not exempt from SEPA: "Reconstruction /maintenance of groins and similar shoreline protection structures" (WAC 197- 11- 800(3)(b)), and "repair /rebuilding of major dams, dikes..." (WAC 197- 11- 800(3)(c)). Therefore, the project is not exempt from SEPA as "repair and maintenance." However, project documents state that slumping of the riverbank poses an "imminent threat," presumably to the remaining dike and also the roadway shoulder along 42nd Avenue South. SEPA regulations provide for exemptions for "emergencies," when there is insufficient time for checklist/EIS preparation and review (WAC 197 -11 -880). As such an emergency, the project is exempt from SEPA review. Future Project Exemptions SEPA exemptions do not apply when "the proposal is a segment of a proposal that includes: ...a series of exempt actions that are physically or functionally related to each other, and that together may have a Hr,W+�r��N+.MS.P vw., x�.<: �nah^ �• s.:. �ne�r,+ x✓. r ,+�a,trx"4l'Fµ7?f;�iM�?i!f'fs9? ,..,.. z = Z`. 2 • 00 0. moo` • w =' w o, < Dd • ►_- 1. z,_: z I: U� : N' O , oI-- w w. H LL' O` • z U �. _! z • probable significant adverse environmental impact...." (WAC 197 -11 -305). In addition, the flood hazard reduction program for Tukwila's portion of the Green/Duwamish River, of which this project is a segment, has never been evaluated in light of Tukwila's new shoreline policies or Comprehensive Plan. A KCSWM interdepartmental memo (5/29/96) states that "...repairs to river facilities have previously been covered by a programmatic checklist..." and that KCSWM intends to update and formalize the checklist in late 1996. (The programmatic checklist was not submitted for review with this project.) KCSWM states also that the original checklist may be out of date relative to new codes and their own project designs. Given the potential cumulative effects of similar projects throughout the river corridor, and the need to review the overall program for consistency with King County and Tukwila policies /codes, the County should submit a new SEPA checklist as soon as possible. Future riverbank repairs in Tukwila should be approved/exempted only when consistent with that environmental review. .z _ 1- w .JU • U 0; U O': N W': w= N w; Os J' u- < . •N D;. a • = 1— _ zi— 1—o. • w w- co; O w N. CITY OF SEATTLE TRANS.,_, ISGT . \� • � ."0132 5 ) 25 c. IIca r 1111111046 � �;r�•25? : = _o _ � --- -�L IL SR 5 s, S0. II6th r" ('ND25 \ ```2" (w02b 40 N14.0 sN\ 13.0 II.ro . 599 4" (WD25) S0. I22nd ST 0 N N Q: 1 » (WtD25 ) SCALE: 1" = 100' 125 Ica 0/ 4 Z �z cc W. 6 00 CO WI. J H N u WO g Q. d W _: Z F- O W U cy i0 co 0 H. = U' • LL 0. • Z U =:. OH Z Nov EXISTING BANK TO BE EXCAVATED 4 TYPICAL CROSS SECTION LOG TOE AND LIVE GEOGRID RESTORATION BANK DETAIL 14 BRUSH MATTRESS VEGETATED GEOGRID LAYERS 15 MIN. NATIVE VEGETATION PLANTINGS 9' LOG WITH ROOT WAD ON TOP OF FOOTER LOG MAY, 1996 OHWM v LOW WATER FOOTER LOG PLACED IN EXCAVATED TRENCH COIR FABRIC STAKED TO BANK BACK SLOPE OF EXCAVATION LIVE NATIVE WILLOW CUTTINGS (TYP.) BACKFILL BETWEEN LOGS WITH BOULDERS / COBBLES / GRAVELS G:\ SHARE\ RP\ACAD\ DETAILS\ R ES — BAN K. DWG EXISTING TOE OF BANK AT LOW WATER . NEW OHWM EXISTING OHWM .; EXISTING TOP OF BANK TOE OF T EXCAVATED j/ SLOPE NOTE: VEGETATED GEOGRID LAYERS NOT SHOWN FLOW LJ • it 1 t MAY, 1996 • GRAVEL BACKFILL COBBLE BACKFILL LARGE BOULDER' 1 ■ / AREA TO BE EXCAVATED LOG PATTERN DETAIL (TYP.) NTS MATCH TO EXISTING GRADE C: \SHARE \RP \ACAD\ DETAILS \LOGPAT RN.DWG Z QQ � J O, 0 J = NLL WO,. u. 1-.w, r O .z I-; • ON: • IL W O 'Zi o off'` Z i 3 co TYPICAL CROSS SECTION LEVEE SLOPE FAILURE REPAIR WITH LIVE GEOGRIDS, LOG FLOW 'DEFLECTORS., AND ROCK TOE' F16' ORGINAL LEVEE SLOPE PROIR TO SLOPE FAILURE 0.4' MIN. TOPSOIL COVER HYDOSEED W /NATIVE SHRUB MIX AND STAKE W /COIR COVER SLOPE 0 2H:1V COIR FABRIC WRAPS OR ROCK FACING AS REOUIRED FOR SCOUR PROTECTION OF GEOGRID EXISTING /FAILED LEVEE SLOPE CLEAN SAND & GRAVEL FILL IN GEOGRID LAYERS (typical) S:•:•:• rwrre 1.10 r•SI CLEAN SAND AND GRAVEL FILL 2" -8" QUARRY SPALLS LIGHT -LOOSE RIP -RAP 2' -4' ANGULAR ROCK r"-j 4' -6' ANGULAR ROCK MAY, 1996 LIVE NATIVE WILLOW AND J DOGWOOD CUTTINGS IN TOPSOIL LAYERS (typical) MATCH TOP EDGE OF NEW ROCK TOE TO EXISTING OHW LINE 0.8' TOPSOIL .LAYERS BETWEEN GEOGRIDS .FILL AND COIR WRAPS APPROX. 0.H.W. ID- .����_ LAYERED BEDDING FOR _�:��• = —__= =_= =__ 16_� LARGE TOE ROCK •6_ �-� 4' -6' DIAMETER ROCK TOE BUTTRESS `:g� IMBED HABITAT LOGS INTO TOE BUTTRESS (final placement to be determined in the field) • G: \ SHARE \RP \ACAD \DETAILS \LOGSTR7.DWG evrt rSltlq+J". Prct.A_ri4R <imot. !parotmerr' o*N.: 1•1W;f Pw.XVPrtf•T!tgUP.VOR •i �Pi'w" r Z HW re QQ JV. 00 N0. CO • = 1- N LL WO tea. a _. Z�. O Z F--: 0 1- W W` LI Z W O TYPICAL CROSS SECTION BANK SLOUGH •RESTORATION WITH LOG DEFLECTOR, ROCK TOE AND LIVE GEOGRID 20' — 30' LOG W/ ROOTS 1.5' MIN. DIAMETER TRENCH AND IMBED LOG BOLE 12'-16' MIN. DISTANCE INTO RIVERBED BELOW EXISTING OHW SECURE W/ 4' MIN. DIAMETER BOULDERS AND COVER W/ NEW ROCK TOE BUTTRESS ((D J MAY, 1996 LIVE WILLOW & DOGWOOD z EXISTING FAILED RIVERBANK OHW 4.0' MIN. DAM. FRACTURED STONE REGRADE SCARP TO STABLE ANGLE LIVE COIR FABRIC GEOGRIDS 2.0' MIN. THICKNESS HEAVY—LOOSE RIP—RAP 1.0' MIN. THICKNESS LIGHT LOOSE RIP—RAP 1.0' TO 1.5' THICKNESS 1/4" TO 3" ROUNDED GRAVEL G:\ SHARE\ RP\ ACAD\ DETAILS\ LOGSTR5. DWG . • - raltretvg*,,A•ms..,:03<tRwAveo.ftvorrgcralloProortmcortirt,:mtn.rmerorilmown.tv.rsegremNIVAnterreeMMIVOIgeMg* i ! • King County Surrao. 11'atcr Management Division Deportment ofNorural Resource: 700 3th Avenue Suite 2200 Seattle, WA 98104 (206) 29G -6519 (206) 294 -0192 FAX April 26, 1996 Steve Lancaster, Director Department of Community Development City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Maintenance Exemption for Proposed 1996 Flood Damage Repairs Dear Mr. Lancaster: This letter requests confirmation' that flood damage repairs to the 42nd Avenue South Revetment, scheduled for completion this summer, are exempt from formal issuance of a City of Tukwila Shoreline Substantial Development permit and SEPA determination. Three locations along the 42nd Avenue Road embankment were substantially damaged during recent high flow events on the Green River in November/December 1995 and February 1996. One of these repair sites is located adjacent to the new Tukwila Community Center and the other two are at 11810 and 12026 42nd Avenue South, respectively, (see enclosed map and project description). Based on a prioritization exercise to evaluate severity of damage and potential for future hazards, this project was determined to be very high priority for completion this summer. My interpretation is that these repairs are.eaempt from shorelines substantial development permit requirements pursuant to WAC 173- 14- 040(b). All repair activities at 42nd Avenue South will be carried out by King County on the behalf of the Green River Flood Control Zone District. All these repairs will be constructed under a valid SEPA declaration in accordance with WAC 197 -11 -926. �cci:- Ll��'r, vs�vti;:v;,ylr/rSs�.:ic:.R!::ci .s. +w.. •rl:•.:w:.. ,..�� •, ,��a,.., z W. 2 JU UO: In 0 N W =; J H (/) LL' W O' LL. Na I--W, z� LLI 2 m( 0; i0 N; 0 1— = U? ui Z tn` 7- Fi 0 Steve Lancaster April 26, 1996 Page 2 If you have any questions, please feel free to call me at 296-8388. Andy Levesque of my staff will be lead on the 42nd Avenue South Revetment. His direct line is 296 -8379. You may also wish to discuss the details of these projects with Public Works Director, Ross Earnst or Senior Engineer, Phil Fraser. Sincerely, n Dave Clark, Manager River Management Section DC:SL:acj38 Enclosures (2) cc: Ross Earnst, Director, City of Tukwila Public Works Department Phil Fraser, Senior Engineer, City of Tukwila, Public Works Department Paul Komoroske, Supervisory Civil Engineer, Seattle District Office U.S. Army Corps of Engineers ATTN: Charles Ift, Civil Engineer Andy Levesque, Senior Engineer, Green River Basin Program Stephanie Lucash, Coordinator, Green River Basin Program Cyrilla Cook, Program Analyst ice: Z; tetul J • oo ;moo: cn W: W =, ■ CO U.: • • Wa u_a: II. F-- o:: t- .W U •o Nf ".= 17 • Pl • _Z U ;z • FEDERAL EMERGENCY MANAGEME s'ENCY DAMAGE SURVEY REPORT • DATA SHEET ECLARATION PART I - PROJECT DESCRIPTION APPUCANTNAME /COU 10. PROJECT TITLE ' I / R 7 13, ,41.11< AMAG,ED;FACIU1 OCATI 3. PA IDENTIFICATION NO.• (..) • .3 7 _ 9 / 4 ::INSPECTION DATE•:: Q S :PROJECT:N0... 8 ;FINAL:LDSR:: WORK ,CCOM.;BY : :9 CATEGORY•. 13. DAMAGE DIMENSIONS /DESCRIPTION /SCOPE OF ELIGIBLE WORK • DIMENSIONS: A 5/ ' /Z /7:226:62E- F.-; 41r)o D!/ . DESCRIPTION/SCOPE: O ,(2./'/ � -,JrG / �� 1GUr >P �N / l,iJC c•I l.72, nods). !2� /�r� ✓c'' U►A-%: I_5 (/467 < - ) r PC.�ic (6 2 2 y� ) .° ".) A 21-1v 2- 13,41"1? < Z>) i T-i-,/ 12 i 17 /ZAP <_.: t-Z D CS/ � LOC• //J 7--,/ AJDA'ZD f < 0 5 /•i' 5`0. A5:521, - /€" ic;J �'ciP 7'))' 4 /f-c P 16. AGENCY CODE AGENCY CODE 1n./5 �"") RECOMMENDATION.;;. RECOMMENDATION;:. ITEM E OF;LOCALREPRES.ENTATIVE 1Prin PART II - ESTIMATED COST OF PROPOSED WORK MATERIAL AND /OR DESCRIPTION (a) U NVE O r M(EbAS OU.ANTIT UNI I PRICE E •AT:TACHMENT: ATTACHMENT: ATTACHMENT: • COST (0) 10 .!7,912/5 Q6.7 i)ctiL 2 o,94t 3 ?A.r`1 GY'.%F Gc‹:-Q 4 5 6 7 8 20. EXISTING INSURANCE TYPE - F: $ G: S 21. . TOTAL 4"/ c" t'.? �.,, �4t= AYKa7^ 4± r�rgerr�v�cr .rsannser^�•�smrram.«.�.,�mv. arm,. r+-.*«...+.. n..• r,H+. m- en+ w« v.. w�� .....,..nx.:..nea,«•.�«+�•f�v y.:.. k. �rtr��r+• a! rt�at5:+' sas,,' yrcx^ C' �+ !"lrX?6F'- ^.tlkl£�"+,Y1�,5sr,:�: €dtam8+av�:^KM�,�..._.. 'FEDERAL EMERGENCY MANAGEMENT AGENCY DAMAGE SURVEY REPORT - DAT .EET 1:-!..DECLARATION NO. " •••.... 1.2. DSR Na. •,..1)FEMA-//-.., -OR- 1 : . ' 1 9 2 1 4 6 JA .' SUPP TO DSR .,.,.... ,.........,..„.„, ......t,,,,...,,, ..... .. .........-,... ,„...,,,,,,..., PART 1 - PROJECT DESCRIPTION APPLICANT NAME/COUNTY .A..... • ru ' '• '...•: .::.• : . 7: „ ‘ ••1,. • , .i.. ,f.,2(.4, . ''. '.;;•,•:..\';';..‘ '.'.e/ Al . ..'4.., ,,.! c,..,-::;;;';:v -, • P A 1 D E N T I F I C AT ION NO. •• ..;.!: ' :•.•,:•.7.."';':::::"- --;:,..-:-....i..77;;•i;.. '2.:aL.3, .3 .•(:)...e2'0 10. PROJECT TITLE • ..- l--1 ---p. .....--) -7-, -- .,-- . ._,.., /1 I /-1 ';..2 ; . ., 4 • . JO . ',-.. ■_-_•• .. / si N. • ()C"- _;"?..7',11`.. .•'-,./s./././ / . A, : m".. Je.... 6/ /-.. , , 4.:INSPECTION DATE.;•,,..:, 1'..'.. ;''.. ".-./..9'' 4 5. PROJECTN0.•;.;:,.. .,.. Zt.:)..9"."4V.:1:7. 11.IDAMAGED 'FACILITY:: '.. :,...,..: ■,..• '.4.:;•:'rt'i4!:,•;k::•••■•.P'::•;j.1:.:47.` .. ,- C'.7.:■•• ...' ' ‘''''''. . * ••••• • • ' ••:..0 • •vt;:-. •,"..,74....77,7•-•• • •.:•• : • . i■':':.1,..' • 'N,;:t•-fiti'•:,t,';:;.'",si.,•,•■••:,' ' " • .. . „ ` .71-2.. D...':AV7:5;;;./. ('t . '' , ' . . . 6. %. COMPLETE 7".:.;::.$-•.:it.':- ",i '::::!...; 6) ".:17 20 .' •V:!• :4:: WORK 'ACCOM:13Y,:.:4, (..F.) ' .C441'FC ::r:•.?.?"...4::•72- 12. • FACILITY: LOCATION :*4•7,.,.;.':: ,....: !• ::".:".,,it.::::'. •-•••:::I.tr;?1,i':7i..".1..7"'',.7.'•.•::•.' ,..:s..`,..'•!:7Vi.'.. • . ' ' • .. 1.r.,••;.7.'77....7.•;.1.,'...i.t.::,..,7.'',:.11••,, ' '''.•,;'•••"2'.'..s '•.■.'il.;"*.'i":4•..34.'"..C,=:ii.:•:•:•_..„,''?:;•'. 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EXISTING INSURANCE ,/.3 6 /4......)6"--. .... TYPE - F: $ G: $ 21. TOTAL $ C-3 --7 e:.......-. ----/ / •/. ......0 ., / z 1• 1- z re LU 6 = 0 • O 0 w w • • WI w u, 0 g I a, I- al z o z LU ui 0 • 0 CI '— Ill ui 0- 1— LI 0 • Z Lir • o 0 I-. z SPECIAL PERMISSION APPLICATION S • ecial Si • ns; Coo • erative Parkin • • etc. CITY OF TUKWILA 6300 Southcenter Boulevard, Tukwila, WA 98188 DEPARTMENT OF COMMUNITY DEVELOPMENT Telephone: (206) 431 -3680 --• SEE 54 DiPEL/A .E e fP?707V brew.E /NFD FOR STA�FF.0 :ON Y. erence 1. BRIEFLY DESCRIBE YOUR PROPOSAL: �}a AteatG g /Per' /.Ax Pre6r' ■- Z.kite;IZ wti:A.E1 :errl /5E-134 2. PROJECT LOCATION: (Give street address or, if vacant, indicate lot(s), block, and sub- division; or tax lot number, access street, and nearest intersection) 1 W 2'fj //Z'/d /ao a - cv'!Arena e C �z • Quarter: Section: /D Township: a3 Range: (This information may be found on your tax statement) 3. APPLICANT:* Name: Address. Phone• n& t7ele S3�,Darrr Chrik c i - d 77 Signature: — 0/7791c — Date: * The applicant is the person whom the staff will contact regarding the application, and to whom all notices and reports shall be sent, unless otherwise stipulated by applicant. AFFIDAVIT OF OWNERSHIP 4. PROPERTY Name: z///41 (� o Tuken ot. /7 • f oA ) OWNER Address: Phone: I /WE,(signature(s)1 swear that I /we are the owner(s) or contract purchaser(s) of the property involved in this application and that the foregoing statements and answers contained in this application are true and correct to the best of my /our knowledge and belief. Date: A!,,W4�; Kn;tyRe�t ;V'wr�*it'tw+Ja (996 YfA, rcaA0i,7,14rw:,^1M3 4.n,;n ,,44,1 w„ y- ,,;..H:•.0*;;;4rf..wJ..V z ~ Z. re 611 J U. 00 co co w J= CO W w O: 2 g LL < d _• Z� I- 0 Z I—. 2 D. U :O �F- .w LLO Z. w i co 0 z