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HomeMy WebLinkAboutBLD2016-01198 Revised Stairs - BLD Engineering / Geo-tech Reports - 1/17/2010 EX Integrated NW Construction, LLC C NSTR N To: Wynnae Wright From: Integrated NW Construction,LLC Date:-01/13/2019 Re: Latham Project Variance Request We are including a letter from the design engineer(attachment 1)justifying why we changed our exit point of Mr.Latham's stairs.This justification directly relates to our request for a variance on the overwater square foot total on Mr. Latham's project. The original site exit is unstable with a lot of movement and landslides.No stairs could have been built at this exit site.Instead, we carve out from the closest stable ground and down the face of the bulkhead to the pier. We cut our pier length down to 16' to try to reduce any overage in overwater coverage(attachment 2). The original plans dated 02/16/17 (attachment 3) called for a pier length 25'. Despite this reduction, we still have exceeded the square footage over water. This additional coverage over water is only from the access point where we had no choice but to come down in that area. Thank you, Caralyn Valdeman Owner Integrated NW Construction, LLC General Contractor License #: INTEGNC843J 1 Electrical Contractor License #: INTEGNC843LT 60 N. Lake Cushman Road, Suite 109 PO Box 1008 Hoodsport, WA 98548 Cell: 206-310-4239 Email: Caralyn�integratedNWconstruction.com Web: www.integratedNWconstruction.com I I �I BMF-011 Rev C Integrated NW Construction, :LLC Attachment { Jan. 17,2010 Page 1 of 1 MET Engineering, PLLC To: Mason County Department of Community Development 615 W.AIder St, Shelton,WA 98584 (360)427-9670 To: Stephen and Amy Latham 5648 179"Ave S.E. Bellevue,WA 98006 (306)399-6433 Subject: LATHAM—RELOCATION OF STAIRS at 60 N Gull Pl, Hoodsport, WA 98548 (Parcel#: 42205-52-00951) Reference: NEW STAIR CASE AND BULKHEAD Stamped Engineering Drawing prepared by MET Engineering,PLLC dated Oct.25,2018 ATTACHED The original location of the staircase was located in front of the current location of the pier and dock. The referenced drawing identifies an unstable slide area is located in the same area as the original location of the staircase which was confirmed by this engineer. If the replacement staircase and landing were built in the same location, there could potentially be a slide issue during or after construction adding considerable cost to the project to repair and the damage and i to relocate the stairs to another location, As a result, the new staircase was relocated to its current location on the Left-hand side of the pier and dock as shown in the referenced engineering drawing. The new staircase location is completely outside the slide area as delineated in the reference above and, therefore, is considered stable and unyielding. It is the conclusion of this engineer that the present location of the stairs and landing at the top of the bulkhead and located at left hand side of the pier and dock is now stable and structurally sound. Any questions or-comments regarding this engineering letter can be addressed by e-mail at SMorta waol.com or by calling this engineer directly at(360)310-0270. G€� r P. ��B S Respectfully Submitted, c�```, Qf WA Steven P. Nlorta, P.E. 'p ,p 30758GIs fi�ss ONAL�T��'�.� 1018 E.Wish kab St.,Aberdeen,Wash in-ton 98520 (360)289-0958 Bus,(360)861-8493 Fax,(800)590-0958 Toll Free Sniorta(uaol.com VICINITYMAPfor60 NGull Pl,Hoodsport,WA98548 Attachment? �I (Parcel#. 42205-52-00951) ONMER• STEPHEN LATHAM G, h 5648179MAveS.E. !: BeDWm,WA 98006 a. (425)378-7971,(3DS)39M533 C. m SITEADDR: 50 N.GULL PI HOODSPORT,WA 96548 PARCEL#.42205-52-OD951 CIVIL ENGINEER::MET ENGINEERING,PLLC 1018 E NASHKAH ST. m ABERDEEN,VA98520,2937 E-MAIL ORTA@AO9 CO BM M 5 MIS � .�•�� � �g . .._._........... ._.._.........____. DIRECTIONS TO SITE: TAKE EXIT 104 OFF OF 1-5 THEN TAKE SHELTON EXITAND DRIVE ALL THE V At LM>YTO HODDSPOFM MAKE LEFT JEN P. O TURN(WEST)ON SR-109,DRIVE 9 MI, W sWtik�� AND MAKE LEFTN.STANDSTILL DR S. Q i CT TRAVEL0.3 MILES,TAKE RIGHT ONTO N:GULL.PI,ADDRESS 1&6)N GULL PL $ � o�o ES`S�ONALF�vI 8 N LATHAM-NEW STAIR! EAND BULKHEADat60NGull P,Hoodsport,WA98W RErERTO P MIO X Parcel#: 42205 52 00951 °N70 CROW STAIR _ LtX'TT NP51N IW P PF .DF PROPERTY! IRJSTASLE REOION SULKHFsiD N -_ - REIDPHMY Ox3 td PT: ' - ILL � - I , ; ir NOT Tahi ® Yi kX SlItG 11M`thki.f: P05T`,jE1Glm I:if<S..aFa ELEv TA Er & '. Ye'x!'EG0.WYEt1ICK $S r 14V:Y£tLAWCEMRM{STALLE➢ VIXHEDW°faUCE �.�@ E IXCAWTIhLx OEPM x?FQDT IX4 C°NCRip'cn`~ �CONG:wNCIKHtS U P ACNB�tz HHALERBOAgp5TC 8'x8'NIXiD_. - YATHGLLVOF SbuK(9$.$T2q,1> " A _ ... ...._�-WDaq,YfiAND""t'd�1FRs PT 2z tY6{2) �fNLV.OR S'E EYE BOLTTgiWMBa PD3TPNDS awn /RETAN42) 1 %t2PT NfWERBb:ros. SE NYSMERS CN �. 60TH 81DE9 YATHALCLKINti NIIT �2i{ MAX fl15ER HT:T-LX" ®ARAtMD 6FI.ICEOEY'ECA&E Ex03TD El'EBbLTE- mid r--BPAIM�NG� IperR315.].E.1,2Di51RCf Y1RI fEli°XLEE ANDi{IF108LgKlE6TD PROVIDE ,_' - OHffORRA WµLSLmPDRLFP9MCAEL£8. � R- R�� - )px.R3Tl.T.E.2,2°15IRv) EytYZ'UK.•!E IXfT1Ef3ACICs CONCRA✓•KNPt6 y 5 lDEA96YN 5101.TIRt£CABi.ESALLOWEO.ND 56 "`Ut2 'ea6 MORETHANTH�(ACABtES ER eEADXtW.t.E. -.Q 996 MAXIMlM1MBFMEEN POSr HEIGHT'. MKECOIOf.YBI,OCI( � �jiA FIELD VERtxY LAtDR1(MSTAW FAflMTIOiS 4NdN naL'D /* BEEMF.Nr EIEV ROES®TDENSIIRE iIU'RI$FIEItTir_i.raPEa EX2®12$�rFER f' II C80NDNBE. �WCEECIK:N W11>.6 - �� S551gCP3i1.18 ^^rrMMtltlJJ I4vwalxEo .. 3V Y.f i4EGDLOG'IELDfJ(ANCNO R SiOKEL(IYP.) NOT[: VERIFY POETHEIGHT _ PdXEORYPtACE WNOI+fTE � ELEVATIONS HJ i}�FIELD DIOR4 -':EG F, DUETO VMIASLf SLOPES. ©a'x tz zAIASKw YfI.EDw CEDAR POST HEIGHT (AORISTNDMBER OF cR CDMaN+A%E ...--- TTIII ' fLEV TY. E.ER+Tea EMSEDfAENr. _ - a � w� MAWMIXED- y .�.SA MED�.i !` uN ManumlmManmf.Ml6}. �1J filhlWFM �di �g (� r A).C1e)xmox Ir2 —1—M,Cls)= tl: _ ATM-or w.ar= a D.mn Pwlt st MI)\\ 3_ yx�t nrICAL srAux CNGiNEERIrvGDEscN / aa,we am eXmnat�kinronar�p' © � �.s5 +'Imw ��.� �FN P.M� _.._ ._ -Im"=1cr // _oa3e.mo•aa:,alY-ts7o+ �`&�� m ��Of�•ASJI/.T f (TRIx 0.438x 13T IV!"2=2,A:0�5 Fg�yip w 6.�G M1 ly -. EXISTING DECK BNaREERaA6. ® MT II TA(Dl monx xmuronl •2R30 Enx 913•T2B0 R-Yc6 EHEFT3A POR FS - FgTE / t Cimryule AefiNnaM RM.MfRi: QraN.S �� AL:TIMOER.?LANKS.AND SOLID SLPCKING -F2 fi21 T(Pl xtho H2'2 whe+e C/,P)=Yxs„E eeflhmN 8 TG R TOTSR p fn� SHALLBE ALASI(AN YELLOW CEDAR `���� •2283 P.M-.6NPm) 'DEEP GIXIU �}.Y ,cy,E�/31FNX'��' / F2 a(iRix22E3x 132x15T"2=6,63p We flllED �� `}+$ S SlON'ALL•� I / M(f0•S.WGIbax ISI31=N.2BEflJh6>i,2BDfl�llx gMLXNEAD-OKAY ExfAVfQ10H / / I EXISINJGRESKIEBY'E LATHAN-LAND(NG/STAIRANALYSfSat 60 N Gull PI,Hoodspolt,WA 98546 / (Parcel# 42205-52-00951) e I b i i t tQ x �. i 4'x 4'LANDING+STAIRS 15D0X (100LBsr.Q,F•Ft� +Y ENGINEERING ANALYSIS t,W m_o_ = nRR a�rN 45 deg. f A4= TOP OF BULKHEAD * ULKtiFAD li. m%�/C Surnratlonotforces inY direction: QRR 6 Cx(SIN 45 dep)=1,5W LBS 99, C Theref—, C =1.51XILBS/311,145deip Or. C=2,130 LBS 0...in Compm.—) •'�' - Pmssi-1wdN.P =2,130LBS/(5.5"z5:5") m =71 1bs5q.in.(psi)11,3110 psi(forAYC-OW ENGINEERING ANALYStS m '. 3 �ry 1.6 x6ALASKANYELLOWCEDAR STRUCTURAL MEMBERS WERE USED TO SUPPORTTHE 3 x 3.LANDING AND THE STAIRS AS SHOWNABOVE VLI-dCH IS MORE THANADEQUATE. wnsH"cTg �� 2.THE.CUSTOM MADE BRACKETS ARE CONNECTED TO THEAYC BULKHEAD �>L c A ALL BRACKETS WERE CUSTOMED NTH GALVANIZED LAG BOLTS AND ARE CONSIDERED TO BE MORE THAN MADE 115"TREATED STEEL. tW ADEQUATE TO SUPPORT THE LANDING AND STAIRS. zt S 3.IT IS THE CONCLUSION OF THIS ENGINEER THAT THE STAIRS,AS CONSTRUCTED, OZ�o R 30758�V ARE MORE THAN ADEQUATE FOR LONGTERM SUPPORTAND CAN RESIST THE Fss vrsr jr MAND. LA77iAM:PIER AND FLOAT'AS BUILT"ENONEMNS DR4VKNGS at 60 N Gull PI,Hoodspat M 98548 (Parcel 4220&52MI) INSTALLWOK BUILDERE SUPPLY`"�CG`N"`S(K; ATAU-4,aCONNECTONS INSTALLANIOC-E)'OUTSIM' VUECKJOSTS@WOC. A END —An YC FLOATAREA,I345F MTXAREAOc$TATM PIM,FLOATMDIXAAWSTNRS: 14 138 141.3 4 3W I M 10,fr PLO T�4'�7 STYRDFGAM 9101 EdE-�l rTED 6 EXPANDED POLY. LOW 2x6&4x8ALASKANYSL CEDAR PLANKS' BUOYANCY PER I CU.FTr) VOLUDYMICY REINFORCE ALL PLANK CONNEC nONS WITH CAFI01TY-(M-ON5 ))))))) GAL�NIZED�A-CONNEQTORSI MINE - --------- FOR MV0EQKFLOOR BEW14,15"')SIZING, I I— --N-- .I �!g TREFLOATLANDINGGRADLE �r�aLODOEM��KERO��M PRUrE=W 44.a.VlW M MCONSTRUCTEDOFALASKAN INST YMLLOWCEOARTRMIBEAM)EF� VERTICkLQAXM ERDSON CONTROL BULKHEAD VALL ArrACHMENT DETAILS 3A RCRAt CAMESTO RUNTOTALLENGTH EO'..'z OF NI ONUIPHRI-fUDEANDTO DETAILS BE MM GA M, WE BY GAIL�ANIZEV TURN4UOKLES(3) BULKHEAD EYE TO U45URE�VE TENSION gel SUPPORT ONAIRCRQFTC`SUES(3) NOTE TOPCl"lLFMMAINSXT--ELEWTION, ELEV'Sy YISTALLEDArENDS SUUV W4. ACTUA0,ALL HEIGHT SIDETEFIMOIEDRY THE ExIsnING EUEVATJON PROFILE TOE 1ZHIGH WALL DE-ME HILL SIDE OF SLOPE�B HE&DWAuLIw T`U-SC4US AS SHOWN ON ENGINEERING SHEET 1.0 'IYHIGHWA.L ........... -4. OC-Y-�Z.S� ELEV w ytN p- 0 VA ELW DW C--QEDAIR cGAD-ftZEDPFEDRVEKiPINT0 SRE-AW3 =i THEOROUNDENCASEDINCONCRETE STRENOTH AI.A—lELlOWCEDARFOsT FOOT INIMUM DEPTH.2-FOOT DIAMETER CONC MIGOTING EXCAMMN, ......__.._._...—.. �CQVEFt PAGE BVICINITYRRAPfor60NGuilPl,Hoodspcxt,WA985A8 Attachment3 ^ (Parcel# 422D5 52-00951) OWNER: STEPHEN LATHAM W,18 17!)Ih Av,SE. Bull— l'A 05 980 c. (425)378-7871,(3D5j W9.6533 c. SITE ADDR:: 80 N.GULL R HOODSPORT.VNA 98548 - is PARCEL 42205-52-W951 CIVIL ENGINEER;:MET ENGINEERING,PLLC 1018 E.VASHKAH ST n ASERDEEN,Vi#196520.2937 (360)2894958,(800)596.0958 E-MAIL ad, Aim 1 DIRECTIONS TO SITE. TAKE EXIT 104 OFF OF 1-5,THEN TAKE SHELTON EXIT AND DRIVE Al THE e � VS+YTO HOODSRORT.MAKELEFr �4yp4 vUsy pR 3 k 3 TURN(V,ESTIONSR-109,DRNE9M!. AND MAKE-LEFT N SIANDSMLLDR S, TRAVEL0.3 MILES.TAKE MG14TONTO N GULL PL,ADDRESS IS:60 N GULL PL. -Y >, a rE,'rb/ON LcT1V� c �sj� STAIR CASE AND BULKHEAD at 60 N Gull P1,Hoodsport,WA 98548 N ...(Parcel It. 42205-52-00951) W,T WRM Or CM 2.0 ............ IIIIII f,6 w J MI ------------- ELEV N T47.OFT ....................... _EJ ir --KIT MEW ---—-------------............... wl� vFRIFYK T,IFK7W E o ILl)LEVATION"IN-E Fm-TO XlSTMIGHT STMINI�op ELEV 715 yFT Fnt .......... ..................................................... r-rl' A_MSU�PLANKS.AW,5OLfD %IWIJ�,ALA—1SIl.U.VCFJW 758 'ST- TZM I' LATNA1IP:PIERANDFLOATENGINEERINGDRAWN—aaM N Gull PI,HGor7M,VWAN145 Parcel#:42205-52-00951 INSTALL RXICK NBUILDERS SUPPLY'METAL CORNERS(I C) AT ILL 0OONECTIO N(OGE) SI0E' CNER NALL40Vr&GECORN3RSOFFLOKt r--'—a'•—'" '^Lrtj M`a' .� b 0vFR-WATFASTA7IONARYPIER(I608F) ReFERTO PLAN ele6T to FOR PBR.BIAI -STNR b ' B O.C.ITYHONJ�y VA1ER81DE VND MOE INiF.RFIFEIdW*rtN b FLOATAREA 1348F xax 88fAM r' y It h b N � � b GRATROTOOQIPLYN114 GMM/O TO LV WTFI OULNFIEM Y'nFflW aq6 LlpfTPA%ACI; MOF AIW— RMBBAOE sx p2arue6eD eiDOB REF: ATTACHED ENOMEERINOANALY816 9 �.�. -WN GRATED p01'G.D.I TOF � pNp DECICP ODOR BFAM IgRx SxB�81ZING. , Si -fip%gNTm 9x'-P FWNGEFNNGHtIweWN.) QQ m_P H FLOATATION BIUET6ARE R ENCAPSULATED Tx4'xTBTYROFOAM¢OP ENCMSUUTED BEY.766.UFT _�—EIBV.TwD FT d EXPANDED POLYSTYRENE 6D LSS OF 2x8.84x$ALASKAN YELLOWCEDAP PUN KS. BUOYANCY PERT CU.PL)•NET BUOYANCY , /'r)�A/� §f REINFORCEALLPLANK OOWgCTK3N8WttN CAMORY•12'N'Mi(IAIID)•9R001be eervnwn Ox ✓"! / yy GALVANIZED METAL CONNECTORS..MINMLNA - --Nh-B^M7]Op•KB ati..axAxneanemM ONE BIDE PER CONNECTION fiN E.MD y 'aK/�wpe WAsyWR�9 y 0� THEFLOATUNONGGRAOLE INSTALLWHTLDOSEIOPRAPHOCKER7310NCCNTROLPROTECTICR ISCONSTRUCTEDOFALASKAN I4TNICKB-1'O'JTLWAYFRCMPWRPOST6�R,OATIANWNGPDMB 4 m ppM u� YELLOW CEOARTBASER ANOALOYG TOE OFBUUWFADBOTIOMPLANKSSN(30NgR S`YONAT, ap, 3 88 VERTICM.DATUM:LAKECUSHMANOUN"01 R EROSION CONTROL BULKHEAD VIA4LL:ATTACHMENT DETAILS REFER TO �/DZ SHEET I.0 FOR 3AIRCRAFT GAMES TORUN TOTAL LENGTH pp yy OONNECRON OF RETAININOVAYL ON UPHILL SIDE AND TO GALVANIZEDTURN-SUCKLES(3) 81Y DETAILS SEATTACHED TO 4'GALVANIZED PIPE BY TO ENSURE POSRIVETENSION BUU(HEPD VAY OF EYE BOLTS ONAIRCRAFT CABLEB(8) SUPPORT FAEV.76O' M/S7AL.E0 AT EN03 NOTE T TUAL ALL NEGHTIS SVELIEVATION 1THIOi VALL— U EADWALL THEEXISTING WALL ISLEWTODETFRMEAT By THEDTIEAONGBULKHEAD VTLEATTOE 1ff NKiH VALL DENSE - - HILLSIDE OF SLOPE CNENGINERINGWALLUNE TILL SOILS 0.98HOW4lOJ'ENONEERIN09HEET 1.0 10'NIOH4WLL b G 7M12 I 5+ �Y,d ---- ELEV 74V jTg�1S ELEV 737 — _ _ __ VT'OIA.C4VrWiZEOAIRCRPFT 4'G4L 1 PIPE ORVENIPINTO p STRENGTH le Z3.OW LB SPEAKING THEOROUNDENCASED IN OONCRETE qR� .i._._b .. — _ b B'x 8'ALSKAN YELLOIA'OEMR POST z E _ IN&FOOT MINIMUM DEPTH 2-FOOT S 5@ ELEV,730 DIAMETER CONCRETE FOOTING EXCAVATION. I 3628 South 35 h Street Tacoma,Washington 98409-3192 a*- TACOMA POWER TACOMA PUBLIC UTILITIES TACQMA PUBLIC UTICtTIE3 March 26, 2019 VIA EMAIL and USPS Stephan &Amy Latham 5648 179th Ave SE Bellevue, WA 98006 SUBJECT: Tacoma Power Shoreline Use Permit—Variance Request Lot 50C, Plat of Lake Cushman No. 19 (Tax Parcel No. 42205-52-00951) REFERENCE: Project No. 2017-002/SUP330 Dear Mr. and Mrs. Latham, Tacoma Power received a letter from your contractor, Integrated Northwest Construction, LLC, on March 19, 2019 (letter dated January 13, 2019) requesting a variance to the maximum overwater square footage allowance for your recently constructed shoreline structures located on Tacoma Power's property. As you know, Tacoma Power's Cushman Hydroelectric Project area (Project) includes all lands located waterward of the 742-foot elevation Project boundary. All structures and uses located within the Project boundary require authorization from Tacoma Power and are subject to Tacoma Power's Shoreline Management Plan and supplemental Shoreline Use Specifications and Permitting Guidelines. The project that was presented to Tacoma Power for approval in 2017, and subsequently to the regulatory agencies for required permits, met the conditions of Tacoma Power's management plan and Mason County code, however, what was constructed does not. The letter and supporting documents from your contractor detail the rationale for changing the exit point of the stairs. The stairs are necessary to provide access from your development lot to the shoreline structures. The letter acknowledges that the total area of the new structures exceed Tacoma Power's 300 square-foot overwater maximum allowance, states that the dock structure was reduced in length to make up for the additional overwater coverage caused by the new stair exit point, and acknowledge that despite the reconfiguration, the overall square footage still exceeds the maximum limit. Tacoma Power has reviewed your contractors' variance request and supporting documents and has the following comments: Items reviewed: • "Latham Project Variance Request" letter from Integrated Northwest Construction, dated 1/13/2019, • "Latham- Relocation of Stairs" letter from Steven Morta, P.E., dated January 17, 2010 (? —year date is a typo) • As-built drawings (4 pages), by MET Engineering, stamp dated October 25, 2018, Stephan &Amy Latham March 26, 2019 Page 2 • Original approved plans (3 pages), by MET Engineering, stamp dated February 6, 2017, • Tacoma Power short-term license for construction No. 334, • Regulatory permits from Mason County, Washington State Department of Fish and Wildlife, and the US Army Corps of Engineers, and • Tacoma Power Records. 1. Square footage of stair extension and float is incorrect. The as-built drawings did not take into account the 3-foot by 3-foot stair landing which adds an additional 9 square feet of overwater coverage. Additionally, the as-built drawings miscalculated the float square footage by 7.28 square feet. Based on the measurements provided by the as-built drawings, Tacoma Power calculated the total overwater coverage of the structures to be 331.28 square feet. 2. Pre-approval of changes was not sought as required by the short-term License and regulatory permits. If the contractor had requested changes prior to construction, as required, then the size discrepancy would have been identified and the structures would have been required to be further reduced to stay within the 300-square-foot maximum limit. Failure to comply with basic short-term License and regulatory permit conditions is not cause for a variance. a. Short-term license No. 334, section 4, required that written consent be obtained from Tacoma Power before changing the Permitted Use. Tacoma Power was not contacted to discuss the plan changes or to request consent for proposed changes. b. Mason County building permit BLD2016-01198, condition 8, required the engineer of record to submit changes in writing prior to construction. Your engineer did not submit changes in writing to Mason County prior to construction. c. Washington Department of Fish and Wildlife Hydraulic Project Approval (HPA) No. 2017-6-97+01 required a modification of the permit prior to changes in construction. A permit modification was not sought. 3. Fixed pier was not built to approved specifications. The fixed pier section was engineered and approved by all parties to be 28 feet x 6 feet (168 square feet). The contractor stated in the Variance Request letter that the pier length was reduced to 16 feet, but failed to acknowledge that the pier was also widened to 8 feet 6-inches (136 square feet), which does not meet Mason County code requirements. New construction must comply with all applicable regulations and be approved by the regulatory agencies. Tacoma Power cannot grant a variance to a structure that will not be permitted by Mason County. a. Mason County code limits pier widths to 8 feet. b. No justification was provided as to why the pier was overbuilt. c. If the fixed pier had not been widened, then it would constitute 96 square feet of overwater coverage and the total overwater coverage would have remained within the 300 square foot maximum limit. Stephan &Amy Latham March 26, 2019 Page 3 Your variance request is denied given that the structure modifications were undertaken without prior communication to Tacoma Power, were done in violation of the terms of your short-term License and regulatory permits, and do not appear to meet Mason County's regulations. Next steps: 1. Provide reduction plan. Provide a plan to Tacoma Power showing how you intend to reduce the overwater coverage to meet Tacoma Power's requirements and Mason County's pier width code. As stated in #3 above, reduction of the width of the pier to that which had been approved and permitted (6 feet)will bring the entire structure into compliance with both Tacoma Power and Mason County but you may choose to present an alternative way to meet Mason County and Tacoma Power's requirements. 2. Regulatory Permits. Once Tacoma Power approves of the reduction plan, you must apply to the regulatory agencies for approval and any additional permits they may require. Copies of new permits and/or written approvals must cover the stair extension and any planned reductions. Copies of permits and/or approvals must be provided to Tacoma Power. 3. Short-term License. Once you have provided copies of all your regulatory permits, Tacoma Power will issue a temporary short-term license for the reconfiguration of the structures. 4. Shoreline Use Permit. Once you have fulfilled the terms and conditions of the short-term license, Tacoma Power will issue a 5-year Shoreline Use Permit for the reconfigured, i compliant structures. l Tacoma Power expects that you will immediately begin working with your contractor and engineer to rectify this situation. We expect to receive a plan from you for our review no later than April 30, 2019. If you have questions regarding review of the variance request, you may contact me at(253) 502-8782 or via email at bforrestC7Dcityoftacoma.org. , Sincerely, Bret Forrester Wildlife and Lands Manager Enclosures WW:mcp Latham Variance Denial 03.26.19 c: Dori Bishop, Sr. Real Estate Specialist, City of Tacoma Lake Cushman Company Lake Cushman Maintenance Company Darrin Masters, Habitat Biologist,WA Department of Fish and Wildlife Kell Rowen, Planning Manager, Mason County Jason Sweeney, Project Manager, US Army Corps of Engineers Stephan &Amy Latham March 26, 2019 Page 4 Caralyn Valdeman, Integrated Northwest Construction, LLC Marissa Watson, Planner, Mason County Kyrra Wilson, Wildlife and Recreation Lands Officer, Tacoma Power Trish Woolett, Building Inspector, Mason County Wynnae Wright, Shoreline and Lands Coordinator, Tacoma Power