Loading...
HomeMy WebLinkAboutMIS99-0695 Bulkhead Repairs, photos in SHR scans - MIS Permit / Conditions - 10/14/1999 GARY YANDO,DIRECTOR STATED r � o A NDEPARTMENT OF CO DEVELOPMENT U o T i PLANNING -SOLID WASTE-UTILITIES Z� N Y BLDG. I • 411 N. 5TH ST. • P.O. BOX 578 1864 SHELTON,WA 98584 • (360)427-9670 November 23, 1999 FRED HAYNES 6106 96TH ST E ` PUYALLUP, WA 98371 RE: MIS99-0695, permit application to construct rock bulkhead waterward of existing deteriorating wooden bulkhead. Site location: 72 Bow Tree Lane, Lilliwaup. Dear Mr. Haynes: Mason County Department of Community Development is currently processing your application to repair an existing wooden bulkhead by constructing a rock bulkhead 3 foot waterward of the existing wood bulkhead. As part of the review process county staff has received communication from Washington State Fish and Wildlife habitat biologist Doris Small. We understand that F&W is requiring revised plans which show the rock being placed at the existing bankline, to replace of the wood which exists at present. Location of the rock 3 feet out from the existing bankline would not be allowed. Please submit to Mason County three sets of the revised plans per the revisions required by F&W. At that time we will be able to continue review, and issue the submitted SEPA checklist. Please submit plans directly to planning staff Pam Bennett-Cumming, Mason County Department of Community Development, at the address above. If you have any questions whatsoever, I can be reached at(360) 427-9670 extension 294. Si% ly, Pamela Bennett-Cumming Senior Planner-- Department of Community Development Printed froln'-%I. ion C ounty DMS Recvcled y Fred B Haynes j 6106 E 96 St \ Puyallup,WA 98971-6176 OCT 13 1998 MASON CO.r-Lk tNG DEPT. /V/ 9 (,4e s/ T61 /,�v -T/ ice CR 7`Gl',/�-�-cam � c r/J r ��/GliLl� �Ilr/3' 7-0 �rT 4 -1 FORM MUST BE COMPLETED IN INK l a9 p 1'i' r 1 t^ l PERMIT NO.: MI PLEASE PRESS HARD S MASON COUNTY MISCELLA49W, SIFT 1,711"AIPPLICATION 426 W.Cedar/P.O.Box 186,Shelton,WA 98584 Shelton 360 427-9670 Belfair 360 275-4467 Elma 360 482-5269 Seattle 206 464-6968 APPLICANT INFORMATI N CONTRACTOR INFORMATION Owner 11 E /9 Contractor Name Mailing A dress / U Sr' Mailing Address; CityPu ti4 State Zip Code City State Zip Code ,,,,in 5 Other Ph.( Ph.( Other Ph.(� Lien/Title Holder Contractor Reg. # Address Expiration F INFORMATION-12 digit Tax Parcel No. f? / 0 G Fire District / scriptionll9^ In6� / v aft La ess(include street name and city 0 l^ L Z4 s to site: oA4 /I'1 cAST' RN G A & 7r+ IT c, G " 11 l �fZfa~)3 S er be cut and sold in parcel preparation? (Yes/No)operty within 200' of the following: Body of Water(Name)�r,co(&+L.. LA-ra.GM SaltwaterRiver/Creek Pond Wetland Seasonal Runoff Stream Slopes or TYPE OF JOB New Add Alt Repair Other Use of Building R--�L Describe proposed construction l� &_ /ld �� GCJ/.) (N'1 T SHORELINE PROJECTS New Replacement Repair Expansion / Bulkhead Material (concrete, rock, wood, etc.) X>GC Length 2T'—o' Height�.S A FLOOR PLAN AND PLOT PLAN MAY BE REQUIRED DEPENDING ON THE TYPE OF PERMIT. NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structures for review and inspection of this project. Acknowledgment of such is by signature below: OWNER AFFIDAVIT-1 certify that I am exempt from the requirements of CONTRACTOR'S AFFIDAVIT-I certify that I am currently registered as a the Contractor Registration Law RCW 18.27 and am aware of the contractor in the State of Washington and that I am aware of the ordinance requirements for which this permit is issued and that all work ordinance requirements regulating the work for which this permit is issued will be done in c formance therewith. No changes shall be made without and all work shall be done in conformance therewith. No changes shall first obtaini oval. be made without first obtaining approval. X Date FOR OFFICIAL USE BEYOND THIS POINT Accepted by Date/0714--94ubmittal Amount Due / •0 Receipt No. �0 DEPARTMENTAL REVIEW APPROVED DENIED CONDITION CODES Building Department Occ Grp Type of Const. Planning Department Environmental Health Department Public Works Department Fire Marshal Valuation $ FEES Building Permit Fee Site Inspection Plan Review Fee Other UFC Plan Review Fee Other Violation Fee Pre-Paid at Submi ( ) TOTALFEES BUILDING PERMIT # PIS / DATE Planner Area PSC Parcel # •Z Z LyV - S L — 00006 CHECKLIST FOR PROPOSED CONSTRUCTION Comp Plan Designation UGA RAC RCC RA For IH Yes No ] [ ] Within 200 FT of SMP designated shoreline, wetlands, etc. 1 Where? C�,7M I [ ] ] Located near possible Critical Area, What Kind? (Wetlands, Streams, Lakes, Slopes) ] [ ] RLC already done? � ` 0011 Proposed construction within floodplain Eagle nest [ ] [J] Six year moratorium [ ] [ Multi-Setbacks [ ] A State road access needed [ ] [ ] Commercial Development (parking standards, sign ordinance, public works review, other applicable agencies) [ ] [ ] Mobile Home or RV Park Ripz �35 Q Ld W Q W 0 W } o LLI m: OUJ !— O A. I. F- (� Q. W Pa Q Q (n J A Q z o 2 O (U YY 5 0 QN Q Qzo O pq V) o W LL U cN } �W W I) w +I M Y I Z F- = m tD ♦Y�] Q Z (U � D �W �I o . 0 �W Q ~ �O �I HL DON I I WW J w ^1, W Q z _! CL W co O U O �� I -1Od CD (U F- - i J W t Z c v I ' IrOQ W Sm3 ONa Z� QLLI om= Q w I cl::o % `` O� wo LL- zJ H II w I 0Lu ' z m vim' Q PPia' --JED �- i�► J �, � UELD1Nu INSPfCT:-M 1 z $1 ECT TQ APPROVAL DP,* 1 MUST MEET ALL CURREI+IT 1 o WASHINGTON STATE CODES in CHANGES 1 O SUBMIT C�-'ANGES FOR APPROVAL WI PRIOR TO F'Ei<:GRIMING WORK �m m THESE PLANS MUST BE ON THE JOB SITE FOR INSPECTION. Mr.Find B.Hayes 1106%th SL E Puyallup,WA 98371-6176 Fred B.Hayne / j S C7? 6t S ' UCH h t.E WA 9 1- 6. Schematic Only-Not to Scale PLA�JS IFIw/S G jt,40F_ •►aSon County Panning Dept.. •= DEC 10 1999 a X1S7 vC- - 1 t l p ,N w Rock Wall Elevation Rock Wall Section •i ne!cng aimens:cn at the reckks shculd extend back towards the ,yl!RkF( 700 x cut or fill fats tc crcvfm P .Rocks should.,c ci ctbe GF�TFXTI�& �` stackad like slice bcxas.They should be placad to avoid NOT 1 ES: ccninucus;Girt planes in vertical Cr lateral dir=.c fens.Whenever possible each rock s;ould bear-an t/vc or mcre rocks below a,wi•,h • FCck'N2II ccns*,,uc icn is a craft and derends!arcev cn the still cCCC flat iG flat contact. and excedenca of the builder. •,?ll rock wails over a`eat In heicht shculd be constructed cn basis A rock'Nall is a protec ive system,0,;0 helps retard the of Wall mass,nct SCuare footage�f faCa. weathering and erosion prccass on an exccsed sail face. • Whiie by its nature(mass,size and shape cf the rocks)it-Mil Accroximate Aperoximats provide scr„e decree of retenticn,it is not a designed or Size 'Pleicht-!bs. Ciameter encireered system in the sense a reinforced concrete refaining wail would be cons!dered designed or engineered. 1 Man 0 - 2C0 12 - 18" • ine decree of retention achieves is�ecendent cn the size of the 2'dan 2C0 - i00 18 - 2S- rock used:that is,the mass or weight,and the heicht of the wail Man 2CC0 29 - �6" being constructed.The farcer the rack,the more carncetent the 4`plan 2CC0 - 4CC0 1:6 - 48' rack wall shculd be. S Man li CM - e0C0 18 54" ' • Pack walls shcula be considered maintenance items that will 6 Man ecco - 8CC0 60" recu;re pericdic inscecticn and repair.T hey shculd be located so { Fafe srca:LGcal Guar!weight study using averse weights of no that they can be reached by a ccntractor'if repairs become g c g necessary. less than six rocks of each man site ccrduc ed in January 1,1&a8. • Max;mum inc!irat!en of the s!cces above and behind rack wails L= END: shculd be 2:1 (HcrR7ntaI:Venical). Crairace materials to consist of c!ean angular 4'a • Minimum thickness frock biter layer 3=12 inc^es,Minimum d°'' ¢:i � 2 inch,stalls.or other materkal,approved by the i8 e_mbedmert D=manes undisturbed native scii or ccmcac ed till �`a o•� ceotec-nical engineer placer in accordance with reccrt rec^mmerdaticrz. • ;Maximum rock wail heicht H= 8_feet. 23�7!W, Suraca seal:map V consist of imceMcus sail or a • Fcck walls greater than 8 feet in heicht to be installed under fine frea draining-ranular mater ai. periodic or full time ebseriaticn of the ceetechnicai engineer. ' ricck shculd be placed tC gradually decrease In size'Nth �� ���� • c L'rdist!.,�ed firm Native soli increasing•Nail heicht!n accordance'Niih cectac^nical encineers reccmmendaticns. _ t Cr-: �a-�rf�c; urn c�-nZ r,p�.0 r " dirimum•Nil:h cf<E,,rvay ex=,,::tcn, W,s, ul e e� y _ _ ; ^_ C`o d` ,ual to�1e 'c �l:g�d.ClaS'(� +'i ! a C'thickness of the basalrock(as determined cy�eotechnical Lrl '� .- e- Cis ,crce�.rdar cC9-�`,va;,1 encineers design)plus tRe'Nat. Cc_.CCc:aS size Gf xck re`-uirad,i.e G r'ar. TYPICAL DETAIL i NATIVE CUT, ANY HEIGHT OVER 4 FEET s P A A A W W y L< W= O Sgo a]CY x CD HPq amPq Q Q (J) J Q Z CDW O cU I O� G W W I a W� L -H J I Z F- =m co 0 _Z Z 3 N o_ V W� J LiNN1 I aW co0U I 0Oa im tU S ZW W to z�co m n / m m 3 I 0 m of Z� a^a W W�3 r l0 rl I �o Q �� x< u-z3 H n pW .,. O W o WO z m a J ' W Z �J I �W W w Q3 I >O am a � o . ,jp, \ \ y o ' � t d h 9 � Ch 7 1 s a�•s�-c �',,, /.v ta�ctwa s.�3•d.Sa c-r - - - - - _ _ _sire I low— 1 V STORAGE �n -- -----__ _ ae7•srco•E _ SHED STORAGE SHED — -- LAUNDRY BLDG 0,,—CABIN \ / SALTWATER 42't LAGOON EXISTING DRAINFIELD \ l _ ss7•sroo� W14 D 46 R FRED AND VIRGINIA HAYNES LOT 6 MANIZ-HIMES DIVISION NORTH 72 BOW TREE LANE OF LONGWOOD BEACH LILLIWAUP, WA 98555 PARCEL #22406-52-00006 1 SITE PLAN 1" = 20' �Y S.� p d0 N �e c0\d P Pvp4Q-S I� O ��G8AQ9�1 G G` n ONAL� EXPIRES 11R/�-8125/9 i � J 1000 GALLON SEPTIC TANK O_�O INSPECTION PORT / 22/ (NP) \� 10' / / r i 1 7 ' s 3 DRAINFIELD LATERAL 1- /{ 18"-24" QEEP (TYP)\ S87.52'00-E 47.00' - --- 2 DRAINFIELD ASBUILT cfs.m '"SI�N�41 EXPIRES 11l1/00-kl2s/pq n9 as -i v con aG --? = w G = -0 Q © O as � r- -< 'CI Q 00 C" 0 co Cl1 A --f m m m CD rn 7p m m r- O — > 0 f No Lu J CSS M C .a S C� 7J C3 C3 A3 C� A ETt tSt W d va X X `�1 0 r�+ti > Z Z Z m z 0 4 rm LR CA '.F11 m 0 sst CT1 ,C�- Ak s» 0 > � Cl) per C O Z > v . z c, z >. 0) Cn m CD Q rm n �z Q* f In v ? ol a ! O (� v ic 10 Q I v oo Q Z01 IE Z > jzx lob I i ONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date - by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING - Walls FIRE DEPT. date by date by date by PLUMBING Attic OTHER Groundwork date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by i I i II i Building Permit # �a(9 MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location 7.2 &49 -ice / d ' X This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items Listed beI w must be corrected to gain code compliance p r AQ Pars AID aa� i) &Ixl s 164 lvd - DU You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK ❑ Call for re-inspection when corrections are made before continuing ❑ Make corrections, items will be checked on next inspection ❑ OK to jj / ❑ This is not a complete inspection Department 4,,IWA Date ��"�9' D Inspector ,SUS &iXT z) OT DON REMOVE THIS TAG .A i,5 �3 �► C'S X rt 0 D O 13 —i < 3> M i O -- m t fU Q -- m "n m Fs o y a m ( a -- +c 0 0 c cE O rt rn 7 m y V -- it (Dc. � — q, = -- i u+ O v to (v O to c7 O ^ O CL '7 2) CD i rr W St -% 's t9 :z O j 'o — Q IlkcD I.— CD 2 !1 C2 CL 0 W � fl i O 006 *r' M cp Q 0 (A � tte C Q '" 'J 9 'S rt O Q '} �. et O Q 0 j fl m — 4U 0 ( (9 Cr s 0 O fl Q {) m m —A = O f m = tD (R (t 1."7 CL (D �R m is Q aE (D fl ( rh Q 4DC < O � CT Q ff sp xx v, I ri• s~ SU C O � rt r+ rr � s < Q O` erCL z m O (n — O fl (D ifl G c Ca v --v .� 0 Ci � 0 r+ C/) N Z r+ r+ = (a 9D U �. � moo. - ^ O O s O LZ !b O D 1 m m O �-. MCu r+rTO m cr C'. C} CD 0 � C � Q s11 (9 cp s #A —, (J1 -- ri sI m fl Q rR ri � i fs Gi m fl fl If+ L5 "A C G? W O (L Z ($ e+ O O m cm pt L3 + cn (D a G go o � M (t3 tfi to Q r# Q (D 'S C► CL yc 00 -4CA0 w x z a D xas D -irs3> x 'D m 2 = -i m C j v C tD t1I -• f '3 C3 -- tm c3# ? -S x - = ;r rA # t ri•Yo Sit - Q a 0 ?$ 0 m :0 fF rn D G% "7 P+ - Ci ( CC -1 V1 rfi "1 D rt {_ m �3 D m v C Q SU 9) f Ct > C Sit O (D w '7 < M D < LT "-T3 CC < '� fly ri Cy -f 0 TJ D) C Ccn C m -•i ••• V CL O fi -i D © 0 --i 0 *+ < � CJC rn0 - -^ -4Ac5 w Q � { �'S 'CS ' !� -R rn � rn ffi C? 'ffi it r+ ..•. eD -a s+� fl3 - tis m tz C p T +� L'3 CX Cs ell) 2 -► l< kw� 0 tl O 3 41 D (sa =1 r# (r - IMN ! i J cn Z -- m om to tr }z. � � ie> � � i —' � � � � �x ."z+ S1 �•'Nei l - T O -i f!S C ►ib # ,cs C C c CL O a o { --i m r^ "4 c 03 ? O m 0 --i 0 1 tt; W Q' 0 D -- Z rr r+ - D - 0 z � r-t Cr C G a D 2 "J -0 C 3 0 O *! C? Ct3 -5 t "3 ^+ tD it f. OZM MC Q+ "+ = J n -i {D '. tr3 to ? 4. 0 = 0) 0 -- CL 0 m In -i -- 0 r+ all m 0 Ci W O 1 ir1 -i O _< -i Q A co IT 2 Q (D C it m 0 - V r} Q iC -. ++ tD IV - - 0 I o D : z -sm0 = < 0 w a < CD x j -* ZD D .. G_ # cry X0 0 = 7 M - z l ' I 10 '< o r- Q 0 C � - C Q. iv .h - Q CL � CA fo 0 D t- 1 tt D --• rr 0 a W O 0 s -i, QO C I -- 4 t7 2 Cn 010 rt 3 ( � rF . - -S 'o 0l � t -i -- 0 rh '4 10 Rr -- � 3 < 3 3 O -- (n m 5); Q < Q tS fi rt rt E 0 -n z m o w3 o a --1. I O z -< C -- rD ID =r 5 CQ f.* m m sr -i C b '! -- r'"Q C ti4 tl C C5 -- - 4, r t r- m rT f3 O t z rn - 7 r4 r= C N N m ^- z z D 3 -i C En -A I Q -i L� ZG: 0< = - � + v Ct I m C) C 7 co !'f 7 V) f 4�A � xQ•t � m = C r \ / at r�i Q , G9 fg ts1 - 0 C? ty -- ti# < 0 � < ' C > r' !S 4 "s ue :3 -§ 'O O I � Q m z 3a m � rF c m w rF ;Ar+ -- _% t ail m -{ D -i Q •••- rt US C O. � -• 9D g T --- 2 m 2 z t8 (V to - r+ 00 -i - 0 - 0 = I. -- A C7 G tp < tG tD y tt� tEt I z rl T rn v Cf C? ,Z 9) 0 m W C -a -s r+ i}3 tD > Q t§ I. t*r- o m G to C; -� An > it�n C CL C 1 C f I l C C.