Loading...
HomeMy WebLinkAboutBLD2013-00087 • MLA13-00054 BUILDING PERMIT APPLICATION Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD13-00087 Received Date: 3/19/2013 SITE ADDRESS: 110 N BAY WAY OWNER: JEFFREY R MC GINTY PHONE: JULIE MC GINTY 19710 22ND AVE NE POULSBO WA 983708504 OAK BAY WATERFRONT SUBDIVISION: Block: Lot: PARCEL NUMBER: 97680004: ►-0 Section: 29 Township: 29 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOr NSFR with attached garage TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION MAIN: 1,943 CODE EDITION: 2009 ADD'L: 1,979 HEAT TYPE: PRO OCCUPANCY: R-3 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: 5N OTHER: SHORELINE: CONST TYPE: GARAGE: 941 SETBACK: DECK: 935 BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: 3 Prop: 3 Total: 3 Total: 3 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $3,357.25 CJZ 03/19/13 140111 APPOVE State Building Code $4.50 CJZ 03/19/13 140111 Potable Water Application $66.00 CJZ 03/19/13 140111 Plan Check $2,180.21 CJZ 03/19/13 140111 Jefferson County DCD Total: $5,607.96 \\4irlomorL\rio4n\Fnrmc\C RI fl Ann Plrl rni Z/10/7n2 �4C'()N Cr,,, DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4450 I Fax:360.379.4451 Web:www.co.jefferson.wa.us/communitydevelopment 1:5,111 p' E-mail:dcd(a co.jefferson.wa.us N L`C CERTIFICATE OF OCCUPANCY PERMIT #: BLD13-00087 APPLICANT: JEFFREY R MC GINTY PHONE: JULIE MC GINTY 19710 22ND AVE NE POULSBO WA 98370-8504 SITE ADDRESS: 110 N BAY WAY Issue Date: 02/6/2014 PORT LUDLOW, 98365 Final Date: 5/1/2015 SUBDIVISION: 9768 - OAK BAY WATERFRONT TRS. Block: Lot: PARCEL NUMBER: 976800016 Section: 29 Township: 29 N Range: 1E PROJECT DESCRIPTION: New Single Family Residence with attached garage THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 5/1/2015 \\tidemark\data\forms\F_BLD_Occupancy.rpt 5/7/2015 ( '-iiiON co� JEFFERS•COUNTY I �. 1 DEPARTMENT OF DEVELOPMENT W � '`-) -' s 621 Sheridan Street- Port Townsend-Washington 98368 i C M i V E 360/379-4450 - 360/379-4451 Fax 1,9, , p� www.co.jefferson.wa.us/commdevelopment i 1 , I ,i Y i3 11 Master Permit Application ALA; 1 �. i Project Descrip n(include separate sheets as necessary): JEFFERSON COUNTY J 3 F' DEPT OF rnMMUN'ITY DEVELOPMENT j Tax Parcel 97 6 -- 8- co -11/ e Property Number. 9 7 6 - r bO - 0 -yti Size: I I. L/ (acre /square feet) Site Address and/or Directions to Property: / o N1 SU, 4 edJr, Parff L. uel/atc.J c nt Property Owner(s)of Record" Telephone:36 0 . c ad.% Fax: email: Mailing Address: /9 710 ad n cL A ye N J Po a is JJ o, 1-0/1 , 183 7-C) Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies ❑Building ❑Variance(Minor, Major or Reasonable Economic Use) ❑ D"molition Permit ❑Conditional Use[C(a),C(d),or C]** IV-Single Family ❑Garage Attached/Detached ❑Discretionary"D"or Unnamed Use Classification ❑ Manufactured Home ❑ Modular ❑Special Use(Essential Public Facilities)** ❑ Commercial* ❑Boundary Line Adjustment ❑ Change of Use ❑Short Plat** ❑ Address ❑Road Approach ❑Binding Site Plan'"` ❑Home Business ❑Cottagelndustry ❑Long Plat** ❑Propane ❑Planned Rural Residential Development(PRRD)/Amendments** ❑Sign ❑Plat Vacation/Alteration** ❑Allowed"Yes"Use Consistency Analysis ❑Shoreline Master Program Exemption/Permit Revisions** ❑Stormwater Management ❑Shoreline Management Substantial Development** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Variance ❑Temporary Use ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Tree Vegetaion Request *May require a Pre-Application Conference **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the app' •tio pi he or sh- ant prioroti '. „4. � -./_ /3 Signature: . ' r . s._. Date: The action e. '.is Ap• nt will undertake as a result dire issuance of this permit may negatively impact upon one or more threatened or endangered species and •uld lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if ou are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transfz.':ble r:;-� sibility fo�heri•g to arul cAplyirrg ith the ESA. The Applicant has read this disclaime and signs and dates it below. Signature: . . - A ', l< t Ail c--1 .. -- Date: 3 /V/3 C:\Documents and Settings\carat\Local Settings\Temporary Internet Files\OLK86\Master Permit Application 12-19-2006.doc 0 • BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be as umi •t/e responsiib ty of the Gene I Contr-ctor for the proposed projject.�i /f Signature: :�•i_'� .�. �t Date: J�/ ,P >..3 GENERALrO T".CT0'115 R MANUFACTURED HOME I WALLER: PHONE: FAx: MAILING ADDRESS: EMAIL.: CONTRACTOR'S LICENSE WAINS ,_,)l il NUMBER: NUMBER I j iviArj 19 2013 j ARCHITECT/ENGINEER: PHONE ( ) 1I I G FAX:( ) li Ji MAILING ADDRESS: EMAIL JEFFERSON COUNTY Project Type: Frame Type: Bathrooms: Shoreline: (Tot mOpppplA- 'IQew it /yood Existing: a"sewer ❑ Addition 0 Steel Proposed: 3 Bank ❑ Community System ❑ Alteration/Remodel 0 Concrete Total: — �j Height: / Tenn ividual System O Repair 0 Masonry — , 1 0 SEP Permit# _5, P)3 °-;�f O Demolition 0 Other: Bedrooms: Water Supply: Existing: Setback: 0 Private well ❑ Two Party Type of Heat: Proposed: 0 Public Total: ,3 Name of System: • If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants, employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit, mark all items below that apply: 1 Underground Tank .Above ground Tank Size of Propane Tank: 120c10--1, `,o 1 Heat Stove 14Cook Stove 1 Woodstove `Fireplace Insert sj4.Hot Water Tank 1 Pellet Stove 1 Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated �3 a 4a EH Bld App Review: 1 d O 2 Floor Heated 9 79 aoa,�3 47!Consistency Review: —aaq 0° — Other Heated Base fee: --1 Mezzanine AddrtrorratS ttton: S e.:neEXP • 53a. Heated Basement Plan Check fee: Unheated Basement State Surcharge fee: 50 Other Unheated Pot Water Review fee: O 0 0 Garage/Carport 2 iv 1 k 53 `'0 SUBTOTAL �� c)(� aa. Decks g 911/Rd Approach fee: I Other TOTAL: $ 9(6�1"](83 Receipt •Number: !L01 Cash/Check Number: g'! ESTIMATED CQS_L(REQUI EI D) Date: 3 _V( _' 3 .Fair maiie value of all labor and mate ',els foundation to finish _5-.2 S- 2 g , Initials: W ;•:.\-- JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT '5.5 if I\G-CC`r Date: —7/// Time Received: /.2 7 amlf7 o Tue. W d. Thur. Fri. Date: BLD: ) 3---'5 7 Contact Name: Owner: Contact Number: 360 Address: 1 ( 0 A) la3 W 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling)_ ��w45ON -z-,-0e,� JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT q-AI NG Date: 7/j Time Received: „ ,v ; am/pm Mon. Tue. e • Thur. Fri. Date: 7/3 BLD: J3 171)029 7 Contact Name: Owner: Mc- f,rnr Contact Number: 360 Address: //(-) i1 5347 206 Notes: zGLtr 63c, Z 658, Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling W��gsoN ooG2 V JEFFERSON COUNTY C � s� "` DEPARTMENT OF COMMUNITY DEVELOPMENT PI & ."9SH7 NG. Date: 6r1; Time Received: :,2I a pm Mon. Tue Wed. Thur. Fri. Date: 6/04/ BLD: 13 87 Contact Name: Owner: Mc 6W-if= Contact Number: 360 Address: lie) id (30)- ;Zal 206 5'30 -59/ z‘95-8 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall y Address Posted Block&Tile Ceiling 4�¢SO\ �� JEFFERSON COUNTY 2 DEPARTMENT OF COMMUNITY DEVELOPMENT Date: (Pliq Time Received: do ( amk Mon. Tue. Wed. Thur. Date: (-2--ZO BLD: )3 , gi Contact Name: Owner: Contact Number: 360 ,5"--3 37/ ace Address: 1 1 D e2P- / Li)Ai 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing X Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling V 'O''' coo JEFFERSON COUNTY 2` DEPARTMENT OF COMMUNITY DEVELOPMENT 9s 'o= S--- yTime Received: j am/ je Mon. Tue. Wed. Thur. Fri,,. Date: 5---- -3 Ca rLD: /37 Contact Name: Owner: Contact Number: 360 Address: /10 Al ig,4y a147 206 Notes: -rod /AO\--)i---9-rfol Foundation Plumbing Framing Prop ne Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling I / C O� `O� JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT r 1.0-C° /2 �`� Date: ,57 2, Time Received: / 1,311,, mein, Mon. �u�! ed. Thur. Fri. l Date: 5-- Z.--7 BLD: /3 -- e7 Contact Name: Owner: Contact Number: 360 ,53e, q! ze5- Address: ///y ,) 8'y-Y 206 Notes: 14 4b S Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear X Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling 1 rr ON JEFFERSON COUNTY ) , DEPARTMENT OF COMMUNITY DEVELOPMENT 9so$ 7 t am/pm Mon. Tue. ' hur. Fri. Date: Time Received: s�_ Date: '� BLD: ` " 4 Contact Name: Owner: W`C f�° t.-L_ Contact Number: 360 Address: � i l:w 1i ' kJ,,,ti_e . ti..) / 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground y7 Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling 1 JEFFERSON COUNTY PIVI DEPARTMENT OF COMMUNITY DEVELOPMENT / ::41. v-e: ,,, Date: 1,1 Time Received: ? , . am/pnn Mon. C-Iu Wed. Thur. Fri. Date: 4'-'.1 BLD: ". —1 Contact Name: Owner: I/� CC t^'�"° Contact Number: 360 IC t...e��i�"`f Address: Y (e Wa-i 206 1 1 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall 1,// Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling ��,F-5O` `0, JEFFERSON COUNTY y DEPARTMENT OF COMMUNITY DEVELOPMENT 12:'2� Date: /21 Time Received: , q;Z ..,�, (10 Tue. Wed. Thur. Fri. Date: 324 BLD: 13 0OO&7 Contact Name: Owner: Me.6 rf Contact Number: 360 Address: f IC) k) BA Vh?r 206 630- 3//- 2B58 Notes: Fb!#i 1,a34 VRA I tiJ Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling K ,,���4sON C JEFFERSON COUNTY ." DEPARTMENT OF COMMUNITY DEVELOPMENT 2:00 �i�`rHI NG,0� ime Received: j; � am/ Olo . Tue. Wed. Thur. Fri. Date: Date: C r-- Z7 Contact Name: ,� BLD: ( Contact Number: 360 • �� '.__ C _..� r!i�r Owner: ( 10 ' '.�)A4 206 AM-411 7 Address: Notes: Foundation Plumbing Framing Propane Tank Mechanical / Under ground Furance Setbacks�V Under ground Framing g Gas t/ Rough In Air Seal Above ground Footing Oil - Hydronic Exterior shear Exterior lines Stemwall Y Interior lines Straps Hot Water Htr Interior shear Ducts Ventilation Appliance Post Hole Underfloor Gas/Wood stove Insulation Man Homes Final Inspection Setbacks Floor Wall Address Posted Foundation Block&Tile Ceiling ,4s°h c\ JEFFERSON COUNTY �gDEPARTMENT OF COMMUNITY DEVELOPMENT 9sHt N GS°$ Date: ''P/ Time Received: ,,,2,2‘,, am& Mon. Tue. Wed Thur. Fri. �% Date: 3- /Z BLD: 13 — 8? Contact Name: Owner: Contact Number: 360 53 Address: //t9 N 4-4," 41)4y' 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground Furance Footing— - Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling JEFFERSON COUNTY (..:40 NO. 15 99 _� DATE 41 /l v�0/� RECEIVED FRO , _�/ `� � _ -a..A■ /V' AL/.' DESCRIPTION / BARS# I 2AMOUNT �CURRENCY /Ai a.34. COIN CHECKS CO 0 �� M .!i✓ __../ n a A 7Id4 0 117.77MIIIMIll y1t RECEIVED BY TOTAL I -, OD -• . _ 1.10FiTI-I 52-.."( ',A/AY , .• 1- -— - -- -— (wall Avqnvo—--- -4!*, ( ,, \ , ,\)1 _ \ -e--- \ is (.5\ P\. N 28 5):20w . . \ . . .1) t) . Tet3;,, Et Iii`i?/ U0kIIK P P It \ 0, . \ 1 ,E+ i--- r S3 r■ - - ,„ _ i) k-• Y mg -to - - Jim I t- (P '" r \ c v C7 -9 1'J 1' ill-5-- 1.1 ,_4C)1 9rn 6t:,-Ids, ),N f-),111 _rg./cl., (,- E..., ..„,.1 •-1 F-0 c(f, r I °T 1)i )-k) -I f`i, 0.- 7' J'3' (L, 71 );-• 0 I 6 6(''r 'r'. I I 1 33 4) 6 1 ----- / )77 J / ,,, T,It yi ---- ' IC e i ,I. 1 'f' 9,1 n-4 i0 F'11' '7 •-Ctil. i fil IT ra 1 ! -a? I, v, i IS' , k , _, I ' vVit ; _ ,t ."\,`I ‹ ,) s' , i :,,,, ., i t• , , c, , x, 1 l' c., . _ill II U 1 .. 0 L C Z 5 55 0 1—i '_ —I rl - ut p _i q .,,,/ —i \ : . „if riI o _ il\;,- . 1 ) j ,—, :4 -u cyft -I kI I _-.. _,,Ill I , p 0 z: !I ric.-_I \J Irz 1 ,,# T.-g T ?t 6 Ft} -f— ( go 7-3 fq, ,r.x.ti \ p P 1 '---1 ) t :-- I, pp in . 3„? P ' , I Z i , (!6.1q, 1 i, i I. cil G` . 1-0. '1 ?? \ '#' .H. .. ....• m , -.), ,, l" e" kil I , I -0- , .P.'•al _ ..st' ) ci.Pli .,, I •_ - ------ _______ II Ilc _. 1 (_-1)4. -4,_____-. , -iIS Z- () __ _ ______, ._ _ 1, 1- 5 071(„4- ,31 '\-, 5 '' '' 'c -z I on 14 I I i --At ,o,■s 2 0. Ckl 6 i 1"-'t-Z-Cr- 0 C) ■11 z ,i' -.,- m 10 —4 1 ni i ,..., 1G, ■ • I t --1) - , I 1 ,T,V116 A.VEI 1-1.11e N---— CT 0 q 1- C? 1.3 I i I • I I 01 :i...... I - ,- , . , i.4-[!0;j, r . 1 J 1 1, , . NJ._ ', 1 , .1._ — ._1 4 ,'' 0,,,,,N 96 65 II hilliii.,... .. '\ , I \ 4' _ 'NW -., , 0 0 ill . , ■_, I °*N it,1,' ■ ,— is 6 1\1' ,i i ju,.., ,- t 4^4 V,i , 0 / \'''--. A li. , :9 ) - 6 g / I , — ,6 ■ ■ ',.., in •(,..,..,.,,, m ,,_: 0 ...., t.tN E- Ili 5' - /'." i T ..- 1 1 4: - aXI57:P-Cv,1,4 WO LAI - , , le ,' ics-, )' --- ———, •-C, ) ' - / .ail ; • I '•,5's -;-- • z I I i 1 I 1 , 1 .,.. 1 1 5...4_ _ . L. L I . ___ _ -_ _ _ 1-1_.____ ,to----- 1 I I I °I.-i., IF '!7, ...- IS@ --- `- 1 (11 1 8 I--a.--.=:-. --__;._ 4 A / ‘‘ . — ...7..----:---- — — Oa a .11; t:. 64•IR P.. Tr- - -- - --- --- '''''_____, - - 1 1 11. , I - TT;Iq 7igi.: i -i 0 , I-1 L — G"'• I ., )-) • , _--- - -I K IV t,•-I \, ■ _-------------- ', „ 0 -1._..2-----,-. sA I z 1 . ', —o I .'„ 4 5 , \ ;I —-- ,.....,-- -..., - ------:-. q\ i -)'-4 -0 Il \ (1 _.11'• 3,- -- r w _I --- ......; .% ll, Prr-W:"< ,.[ -4 l'' -r- I /\ 9- I _-_, ---------- (‘ -n 1 1-4, 1 / i5 ■ clE 'Rq r - -i... 1 ',), .t, 1 --- o- ke,E4)iV° i I 1 i ', / 4 .... itt---c c-• I 0 h tA ..._ , zni I mi---) ,-- :,„,,,,r.:4,;.; if _ )..). ,_ - 4, . r.„, -71 1•••••0 %. No f.,,,JIL-a Lp--ie. —- ... rn-4 az, ..• 0 I - t ....... it, tr • , I'( I tS.■ ',SI CD Ak I;. lk • ›. ---4 ._ .., _ %.1 ..._ E - V r lal --■ 5 :../...- ....._— i,__ ____. ----,........_____ AIIIIIIIIIIMIINMIMMll••Iar■ alOPIIIiihidl=111P. f rn N .. I 1 V c -Ti. N n on X W O• ;.0(o _ , '8.\\ , 1 A,'', '',..„4,„,- ..,,,.p,10„,,9 I .-1; -a -, —. O' ,r.: N C (D (n ma C ..... ... `4 \ c. y _ —-- ,, — —— — —_— "i \\ cn n:\R /, j",i m ��d O Z m 0. � ", �' O 65 iho: , :\i s i,s::: \ i 2� 71 CD 7 m cn II �$ a \ < <D a � CW O2�' \\y \\\� '� o f \` • C O O N m m ' 1\ �,\ I V 20 —J w , -= \ 4,1), ■ 1 ‘i' 1"1 Z rritaloi . \ \ I ■ r \ , co \\ ..,\ , v \� 100' Well Setback ' I \ 1' , ---. , \ , •-%aii. .\0 ill, 100' Well Setback -1 ii\ \, I as , a C rn N w LP , CW `0, O ,' ' �, , d co \ L7 ( Y \ . Y -\I r. \ -, ■\\ bd ! \5 m c.o - -- -''_. .- - - --_- * - ynC-: v'o" � �� v s'u� r n r b _ LCC7Z7C7x ,,, IT trl ..'r C� y 1 f' o y w x. �� \"�\ : \ Ci7 , (o �' s T 1., � 0 Z pi T `J s 0�6 01' x to Z C C/ Z y ep ! o T .\ �, ------4!1:-(1:).><::::)..(i1.- �' C y y .� ° a 4%\ W - D CI d Zen trl ;, \,\ o i x c')(1. 4'l! liH t- rn 'N 7 rt" t n 3 '1) wU, ylTlb" - - i EL O 4 vz '-'1 O y ccf g m \ ' (D o a n xnO o „- 4_ .... 0:0.. � . C to trf ✓ -`tom 'M d n :r_. / \O t» � ` \ k I X \ A x , ,� ° 50 Well Setbac / C•Ni9. O Ot� O C7 (Q m --' 1 mss... 5 / ' Z D- '••"1 .•••". ? L / tfi rri (� j / L '--.-, O ..""r 2 \ 5OW&lSetback1 /' \\$% t..�" "' Z Z —f , K I / - ****NNW"iy D LP ., Z Z7 A 1 ..,V-3 1 (0� \ /'�1 li Z / LL D N T j / m - m D v ,, , (-•-- .1 , :f2,-_,: r ,t - ( ;, mac' Y, �4\ ,i' ".--f/-.!. �cn;" / - /; �` E_ . . •••-q!‘ ork iv , ,A--• 4 i1,111.. ,. 26/-o• En-7 1 g , , W 1111 ii+ . , 1' , , ‘51_, - -s „._ . „. •--9/' -- . . ' /04.o' i H' ,- , . . , . 1 I( . , 1 ! • . • ' 1 • jI 1, III II'I' :II ._____Fe.,44..t.3_:',L__-.k..,•• • I -...., ..-- . iil,--,".; _____. ,t. • ,..c .,. 1 -, , , ., ,;(1: - . , 1 I • 1, ,:t • k'!!1 --1 I ..._ . , . ' , ,_. . 6.. , . , _ ,__ _ _0 1 '' 1--- -- - ,„, , , os , ,t • _ tt.... pi •...___ .'.1___ . . ,,,,, . _ tsc. ,.., 1 ,- kll - sr , . ....., , , ...., IIIR ) rii 1 i . , _,. , . _ 1 4,0.. 1 I I- f , f- ,_._1-1,-., _ :2 2,, O. ;11'0' - / ,.,2.26;__',r ____-- ___:_ „.._..,_......=__,____,_,..,_ ._ ---- __. - . • . 1 i , d ■ ‘ 1. I 1 ri r 0 IIK . ct, 1 , I 1 ! 1-- -11 ---_, - . — ---. . , , , . , ; T. 1 i 1---I 1 f• ‘ 1;4 I .si=g -----, -i- -....1 _...7 r , ■ , 1 • , la 6- 1 og 'AI m V/ ,1:-.4."°.!•--._ t V • ts,...!fi., 10-111711 1' r--- T 11 ' --7-4--,- 1$76-.' -c• A . . 1 ' It ., i) .... .5"--11' • 4 -'3 - : -,_ C., ; 1 ,.) :1,.,,,,„ = 1.1- )• 74 , . . i 0 , I , _ i---ILJ..-1 , _. ,,,,- ,c- - - ,•- •-)?.. ! 7J , 1 • • • , k , v -13.- ;II --.. . 7:71:F Wk.'r EAC-K”W4J-L- 511 431::: • - ...- ' a! .1. ag..'..--.F--;•1,(c.,444/3.3.,/es - vls ! --- . 1,..!,,- ..i,-• •= t 41. riiN.. • , __I I . -1•.- olo 4, 74 k4 -*• 'II 7 ,.-.!_. 1...„ . _ , ':•... L o.3,r , 1 f B.. of ...... .,_ i • . . , , . 1 ; , _ 10 cl, . .. .0r., 4), .,,,,, ., ,,,,,,„ ....K), 1 / 7 . ii: i:I,,,..1.i.s 0..,. ._ nr-.ratc.: -.....r_-.1__=...•.-___...1,-,-12 1- I n dgii , 1.)-.; -A - • I , - .)))),W 1 ILI ,_ l't. ) I .1 . 1111111 ) • ,-_ os 7 L_ , 'llz. I 1 ■1. ti;1. . . ; 1 _ it. I- i„). -,. _._; - 1 in .500, i,. 1..2.1 ! 1 I I.— ir 1----- - . , . -I I --- ; ! t-?-- !ifti:, . . .A../i,"'l 1;11% i --.` . ,.. - --N. ' II-- i I 11 D 1 , r I I II ' 1 1 I i "4:-,-- 1 i „,1„ 4=.‘' .., .1 : • .--I!' I-- • --I . 11 -Is ) 0 1 I I _./ 4Z 1 4 .....L....,... . E _ -.1 1 P,- r t . .-yit-I----------- ..-d. f ---. i i■ 0 ...,.: • , ,-..,.:.: — -TO l',:. L _, .._ 0 'Z S-------;:„. .,..L- , 1,' 1 ll 1 ic:4 s,z...c4 . .4 1 ??..& T r tfi 7 0 I 1 • '' 1 :, i -L • . 1.T .1t :„.":::1 ! . , ti,.., , .....- cp , ,.. , .... . , _,,:tf _ ...7.- , ti 7.) Ht.:El_ I 1 rull -x-1 • N • ■0,-, I •=:; .._ , NI- iL.5-■s• 6 I . 1, -, -i ----- - , •-). "... .I I 1 . . , 4. I 1 ! - I 1 1 si..- 4 ,.., ' .3,-,," , -'..:•4' li,vi. • 3=e ft.3.-4; it/ic 3=C,' 11.02 3-G' ■ 4:-&.' , \-i 0 ".' . 4. "" _..',1$. i ,".•_ _6. i,,,,,_ 0 ,l- •°- , !_-__. c ,P■•• , im P , IIIIIMINI 1 ' 1_,1 - = 1 ' J I- 11A11.1 , ; I - :_jI . I . 1 ----) ---___. 46,1•0- .... . -.-,... ./ 1111.I 1 7. , ___________,, ,,,, , .. 0 -,-i ._. . Egon . 1\1 0.44' 0 ■--ri 0 --" );:' 4114q. r-P1 a) '''j"----- . . . . , . -V -_, 't I J It c!" cp rq --Il r- I I --?"---- -X. ■ r.2-1 -e c, ___, --I (,,,,t2.7. lin _JJ . . , --1- r , ) I-1__t* • ;.• = - s()-) ).•-• .. A,,, - -1.[\•• II :', 2.81-&" 1 7-=(..0" :f .0- „. _. .% — . . I, i I 1 't • 1 I R I:4 1 1 I _.f?... , I 1 / •--I ' & I Z■ e, ill I•) t _ _ 0 . , _ sk I ,4 ,_. -. • 74. C (i. 'c,.. - i.. 0 . - N w_,... II Te, I, y 0, ,, , 1?- 6-. , . • IL- , ... . fzi , 2,01,1,44,1 -7_ , ; IN cp-4" --! • ! 1 cl. 1 , ,-.(4.}.-- L ........)....j."5':1 _____i 4.rEr; ct: ="*. i • I-- — r I,,,,,...."40.....,1 I (iI 1 1 'Ob I VA -II ■I., 1 t4.,, ( c-'11.1 i. , ..i . 0) j u liN 1 (.11 IV t f;i , I U 3 rill i 8 I $ 4 '''t "------..— ir,-, ' ,k'"‘-1 1,•ic) r W —_— , I I I W• Ilk ...* 'ill 1 1 • I - r -1k,,,.. , It- 1— ,& •._., 1 • I • 1 I E23 -,1) 1 . I i • 3 ' , •, 't) r. ....i , , r -( ; .."....- 1 1 Mr - -6 r II ,4----- 1 i 1 I ' 1 7N , .... __, ,L .1., ,.,,,,,4_,-.92,,___ _ — ,==sters=e=ssremorimmoolt Z. .— ' I , ... i I , k 1;3 tf, . , I I I I I I , I I . 1 . 1 1 , [ , : I I I i I I I ''1,---ttf.1 2:1-_ — -'—', --I•"'rir 1:1 — I , filf- •,.....-; .• L /I I I ii!Cl.;..•':•..'. 1 . ,I. ' :Cr' , I '-')I 4 ' -* --..,3". •'- 'if,: ; -4!•<.; i, 4 1 r . , • . . • . • '--- .--.-----------),-"C----------35 -:::--.--- ----- M. 1 Ilk c> .. 0 -r• ... 0 r.7,1., . ... 0 -, 4 ..-... P'4oco rn ffl ..,.. - m . ,. (.„ , c, , L. . .... -- , . cr, \C-e•g• . ...., ffl v i-.) • if &pi • . • .4'' I .Z¢ 50 0° �_o` -47 I _ -\-- ----- -- — — —.. —— . I I c it _ _ Jy "4 _ - - - - - it h N ii N C z Z C \ il:!_ _ S a w 0 C Q ° L I., s 1 . Id ; -4 o .n m 1 o O d z r{ F I — --- m N k J V ■ \ a I N N T NY (: e n o p II, PETAININ& WAt..CRw3)o 4. a La o _-. - % /o-o, li1 4 ' R i O 4-o. a �' it .l -o. I c=o^ .2.0=o,. iiiir I P m I I -/ i _� RW z LR E EnG.NeRINfr l�r le I .} — — — r—` RW p o I �j 1 1 i 1 N �� I- \ r' - CY, �.� n F pp " t v Io IS L ° �— I > a. z ®` L1 Z („ fa<..C 16". 1111 11 '-' '' \''''' - Ft w-- -- -- - „it, ii ----, , A. , , 1- ' ''' CP 4' _ I_____ m P. _ ate N x m o a i s- 5' A - c 1 y V CN P S . al rain n® uS AiHiI4 1 -a° s rt 'i a d a z A. N I n �I A- I Y•'A :I c O. ^� N' N , £ rf_�+ Ell NMI 1 III a qs ra'- z U� U w cam` 0 Tr r7-1 urt r C , c--) z C7 d iv / k." A i� \ Lu v 1 Z 1 m . (ill N 1 .311 • 2-7t( /K ..".: ‘ 14 .6...4,■63" I F _- - Z4-To" /- ___ ____ I I I I 1 I 1 rki , -4 13 , o u c i o Z i ii , l 0 • -.I v q• ,_,:- yi P i •f I x s\ --4 \ is 0 V — .; 4• % ,-- A N C 11 ,is d , ..„1....,■ p x g l' q i [4 1 344 ..., i ° - - i, 1.4„. v LA I. G Yr -i v- 6 s6 C\ r II W z 7 - (.‘' „st i — . .4, CI ..1\ a .. O 1 . , , , 0-),,, . 01) i's ......) 4._ O , . -61-, h , S l', i-el ct I .-1 :t-.. nt 1 r , \ X . C c C as ..1 tn I t• . es" A .., ■ ' l'.! = . 0) c; *4 .- 4, , C.- ee" \ ue , - I 1 As, e o 43 0 1 P 1 < \ , ,,,- , I , *I'rvi 1 ‘".1,,„ 1-- 1 1, .1 1 .-c ..z-0 45..-,,1. 45.. /- . .4f'04. 0,6A-0 / CS, '3 ... " r,-41-, - c),_•. c s,,1-1, I ;1.11 I ___. ...., ---_, I e": 4 I ,1 ,-......__________ 1 ■ 1 [ II " N.c 1 -- A :9 ffi ' p-- c:::. T I i,.,-.` NI ltv 1 1" ,,„4°, is! rm I ; k / i I. 4.1 ../.. r, ITT 1 0. k , i' ',. j\ 1 m _ 4. 1 i '.- T- ' I ckr . ;4; c3 C, c = ..A 6' 'F CI $ '3 I - I___j -..`.o.1 • - i ' 'k ,- -- • 0, -s4 c c,, ___‘ - -, T.. m 0 111 i f tn. -%\ 7.-g,1 ... I.__ [i % , -a 4-,_ I 11 ° .1, li )‘,, 'a.1- - Cs 4 1 A -.. -c.0 CD n 1 vc 1(,)- c.- . 3 -,-\ , ," 7 1 o 1 ; /- ,-„, ,..‘ 0.:. c= t f to,rTh II,,,” ,,,,, m = 1 i 1 11 k „ oW -I • - I ' 1 ....k N.., cD 4 -_, "= c, c..0 I \ e 1-,,,r- P0 1 -i 1 I ,- 73 0 i tZ ,.... T. C 1 —' v. IflI ""-r----- , 6. ....e.e.e.,-.....x...oe-_..---_..roee.eee... .,e... ,,,—.............-:. & ,. ,3 Ll. j 54 --; '1 -io." z' 7s-- " I '4'...*.k0 4 \ ‘ '-'6' "/'- 1,--"-- --------,-.-1\ ® \ l'.. 7 II Z-■ .. -vs: . M ql ■ °- /--,,,--, .,, -I I! 1 s- i' ° "4.,'- I I ' \ / , -' 3 ' i g kk g 0„ V... , 3 ); 3,3 - _ i w N'c's II 0 'k , , •mum -1 - n i c3 d.'4, \ __ - .1 1 ' _ _ Mikl _ 4, --S ''1 i 47= Mk ___I --is• thi ' I -e, -- , 8.$ l' 1 7.-r I ,.,54,. 11"651.°1" -a II - 1,4,1 i It ? 2 3);s illillq S ,.., -4 Z 11 \ * ' 70 i 1 %arr.,000StIg1_,V,Iira. 277-_1-- - -- ----- -0.-1, .. - .. 6 1 431 -00 I 1: PA r - •1 421, z -,c-,• . N...s., ;II:4Q T 5 1 7,1,: 41 4: 3- i /go-0' eV-0 1s. StL0" -1.1 a- /1-' - '41 • wa....... = --, A /`-- -/-- / -s-. cv, 7_-_ ri-it 'ci 1 •- s ,E, ' .,- -Is . ii 1 I r.,:1.7 7 I III: 1- \ 61_ i ?\ • i c -- -- 73 ,I-3 1 r. • . , _ _ r ..3 4 o'' I --I i. 1--1 - I .'s I l„._ = '5. I _ z E Cs ,G--.,. , . 4. _ 1 --')-1 1 i '6 ....„.4. , y • . c 1 i 1 __, 1_-_, C 20■) -\ V i 1 4 .4, I gam , , . _a • o y I 1 4 I '. ° ', k ELI ...,, st., - - ' ■,,,, ----„1 L.. 3- r c• CC z I\ \ ' I- I- - - - - . ...tif'1 rok..---=-G.t.. 1 :-.=---.:........,..---.... . 4.......-,01 1 1 17---"-e-- a.I:x° T1 -- SP° 4 ; .■\\ .6‘.'<e' -a' x`j \ • ..c. 1 , ‘. kl-"*". ■ i 6...4° xox i 1 ,■I r 0 o 1 i -4-'-o" a Law i 1 1,k' „..F., 77... ,e,„. 44- a'-a• 4g- s- g=a• d-o-, ....., /........ II \ I 74 R 1-r------------- 1, 1 T I .I C15. 1S 1 PA Q I :ov -..'"'?;1‘ ■1 0.,. I t I 'c A ., ilE ■ ._. \ I ' II A.6' 454'.k. 7'' rl'\:. i'• 0, > v- -i..0 '6 o A--, \ \ x 24 — \ ,\ ‘s .1. ;". -i q ii , 2c-.." -=co' tz.'-o' 7 • e 'P " / ./ / / '1 il t, 1. ,- 6-•=a' / —7 . m et ti t.) C .C5 si, 1-44— C li g -' 7 m j ,,,, q, I 70 I ""‘ -Id Cri 0 ; )* Q\ 1 ' '. ; R i \ ,n Alui i-7-Z _ ___________ . .....__ _._.. . .. _.. 'fIC/FiT1-1 eV-N. ( vA/4 / .. -— avox AV >Ivo—— ' . .... •• — -.-.. "- ... f ., \ \ .. -_________-- ---•--_.03 .03,ISM N ._,,,_N3 -"N.--3__ . •\• 1 X .,. i.‘)., ut` • \, 1 ..-------- . N 2Er 51'7:20V • ..: 59.9(a' \ ' k -.-________L • . .`nt 1 ' 4 , z< _ I f 6 ,..\:, , \ , ,T., . .-...... ----... ,v< If- 6— -fi • r 0,•r . - .-- ...• -'•i ": 1 3.. e" p \)to c't —•- -.: T• I !' 0 . 0 ri.• .:c y• ' ii. f■-) _10 •cii r-p. ',. A.. . IT ,..,. , W -,,I,,, '-• -_,it--1 .0.o1i. 'n '?a, . R ,•,,i, 1 . . "-----------.....L._,..,-----____ A ii? •'01::"N 5( :i,j'T '!".'pi LIT.K 7.1 N.', 3 n!4, : : vp d Pzi )•,•‘` -IY ;i1 r • t.• 4:51 10' TI • - 1 4- •. ;•-• T )., til;:r. i • K ,..y y i• 7,11. •,. .• ,r. . , tl '. r4 t• -P r di .:...;i:'Ill .4 , - -------4',..,,, 1 I-11 1 ,' j1 P' •-( ril ' ..1!P.i.i•-I E.2 41 F:.6" 0.(3, 7, t, 4 -/R 1.T I 1 I 5 , , \p 7 _i:k I:01 ri 3 .11.‘ 54,...iF■ -S)7 ' , ... •I. . ' ' \ I \ I d I -T 9H•0 „q :,,,,, ,; ,41••, ., tt.r&q.; , . 33 :',., 1 4, ! I f: , TY 1,, fi. 1:-1 It '.',:x 'In • \'` —'5', : '`'' '''' - ! 4 . E.: .4... 6.4- ii. 5( t ....:..§:-7- • 8;c1 1-,1 - 9 1 • ' .J, • ‹. , P _ _ .. ,0.. 4 . 6,1 • : • / , E 2 • . 1 'J4 rt, „ • -:-.x),,-k .-I 0-4 • ‘! i . , ... q 49 - ' .... 1■1 • 52 i N :1-1 ' 1 ,,/, c )3i=5 • -ii- • I -,,, A 4 'o_,>T1 . .• . -17 .z t.litl . • I . . ., ,.. g.' — . -e• .4 . 1 rii t\i: -17. -•-1 ' 'J " • .0 \ ( . •• ; ill -3 1?1 1./' '4:1 W,.: •4 . . .. ,,- .. ./ < 1- • i E. 154_„....01 1 0---____ ., in, 11,3▪...I . S .10-1 I Ci` f• ,fr. ill-i • t., • 7. - \ i' •:10.0 .041-''''' , N • m -. m . s,, . ▪ in • ....., . —_ __ r" ..., \ . , • C'i',".0 i • " 1 1 ...0 • 4„, I,' _____, . IR a •NI . • /. - - -- ' • • F 46 k?z 0 :,. (..) 4 ult - 4," [—, --17------ -ii• .: ii (s'itibt.i Ilit 3.03.3.03 3 .03 •• ‘• .(11..:::-..', f---";:f:r (7) I' 1: ". / .• -44,,, , • ns i . I 3.,.,.....,, . '. i 1 •.: $i ( [..)::;,...., 1 AVA\AVEI HIM•N———— I ifi:4 I , .0 01:0 00N111 •.1A-.Aq ..,r 1 : - ,.,,,f A\ r.:, • 1 ' ', 1), ., ,,--'- , ,.,_— -- 1_,, ----1—. _:_..I s 4, , ' .,,,,:i •• 1662 • ' 4 • , . , 1 c, V:fi A• v r.% - r-1 4 01, ,• ,r/01..._ e,,,,,/,iiir,, ,,. r4 . .... • , c, c:3 - ::!'''' :' .' 1 ,,'D j ,"'--/ ,4,4.s •ell? , rn i CT' •:' I.:1 '4 •, /i • ," , _____4, .1 s :5)-) ■ ; ,' h, . • CC .0 . I ....q'.. ...• ..-/■ 26''' in . , 1il -‘.4 . .D. , t.v 1------, • • 1- / . • ‘. .., I L .i.r,.,..,. • ;..■„..„....„4....‘.; . ..,....„ ,.....; ....\ 4)15' , . ,.. .r..,-, PI • .. -0 1 I. •, .,N.,t.L - -exisrp& —,, 1.... S Z.-, o WIR, \-----.N-.. ,,,,:• ' el ' .. .. " . ... rp. J.---.--.-... ' 17 . 1\ ... •.„ :,..'2.,6: ,i, -„ 4.,... • ..---_______ • (.., , r A'0 • . , e •-y -- A \irL :'-'..''''''. 7-7-'----•"-..."-:-.•:----,--- --.-,+..,: .t.-,y:...)....,. , '-- ..k 0 (.... • -- _ ..., - ' • 1 , . "1 .2-.1,I / r- , • /. •Pi., 1 , •I I Ttl . . . ... i . 1.'. ::•_1 1 ,,,, - • .,,pi . i..,..:,,,,• .. ---_,, z I , :lily ...'•. . 1 r.,./. . ,:, •-____ .. - •. .... :I• ti` I --• , (,'•■•,'„i 1 11' • i:-:5 -----_, ' • . . • . -, , . ... .., •--." _____ t • • .'A A; ., , I ., .- • - • •t '----••w— •,, \. .\ _* d, 8.--1 • 4.,..,...__ .Al " ."''^•• `)6 , • 1 9A , ‹- ii•:, i".41 , , ,, - . , ,•, ,- r ,,...1 • x A. GT pi ..■-■,,,, • I I-/..• '14 - -0 i • , - ji.,4!.‘ mit.:.,•,,f, ;• -::Li 1.,,.-1 I _ _ ,„, --. - ..r..,.1:1 - '.ij. . _._. .„.... .-7- TA; • 4 • 1.- - ••i I } ' - :' ' , 1 ;•11.3- N.L. '. . .0,,..., - .tsT.,..c:- !" —, " T, • • i4 L_L • 0 ' -d. 4'40, ,,, : , 11 ..,,. , S'. 1, 1) ------ - ----2 ,' ..--- Ii •i. i TA: -..--0 --.tn 4 5 •.li - 4 - i . • •IP , • ..,.&, c-N ,• , 3•V, -3' ' _ . .•' , , I. : _.,...,,s-'''''''''' , 1-9.c,a . ;y.,i •''r• ‘,1 _A 2r- ___------- -3---.....„,::... . 11.:1! '.. • --,--z ---1) ‘,, I • • 57.: T- , s,,,,,,,,ss ..... / 0 Avg>IVO -.3 0 r-• , , 1 . ■11 -cj . .1„1 . . . 1 ------- r . //// i 1 . . _ " -,:------ rl . " , "` • 1 p : k.si_ ! ' t., - , . 1 1 . . --• •• '••,, . . . . •,.‘ 4. •..... , te 1"..1" -r..'-'...:,,.. :112'''''''''...'. . , F.":::PrINI7) ....._ HO f?),._)11-4--). L 1.1-.4E. — • , F cm th /0 A' cn 0 03 o ....... '' .,, _ ... 0 ' - --) 0 3,) -1) : -‘132,:, '-)*1.. : i . _ . .:. , . • ____) A 6-l-,•(■54,-6e,,,x,t_ ':'. • '‘ , H ' • E ; V. gi , ys_.,:4,.,-----...,..; . ....-- • .i-.' .. ---....._ -__., --,..„........... -7- 3/20/2013 Letter of Intent for Existing 110 N Bay Way Modular Home To whom it may concern, It is my intent to list the existing modular home residing at 110 N. Bay Way for sale and haul away prior to beginning construction of new residence. Respectfully, Jeffrey R. McGinty Cl � ECEWE r ' '' viva 9 2013 � ! - JEFFERSON COUNTY MENT ' F T O COMMUNITY DEVELOP STORMWATER CONTROL PLAN & REPORT FOR THE PROPERTY LOCATED AT APPROVED 110 North Bay Way STORMWATER PLAN JEFFERSON COUNTY, WASHINGTON . PARCEL NO. 976800016 & 976800046 ° a y i,,.4. ' FEB 5 2014 Prepared for p J . ' 0 D 'T OPMENT Jeffrey McGinty .1 v , , ,- '.,' . �. t . rt: •i INTRODUCTION NTI Engineering and Land Surveying was hired by Jeffrey McGinty to develop a stormwater control plan and report for their proposed residential home site at 110 North Bay Way, Port Ludlow, WA 98365. Located within the Southwest quarter of Section 29, Township 29N, Range 1E, W.M., Jefferson County, WA. As part of this analysis, an on- site stormwater tightline system has been designed and a temporary erosion and sediment control plan has been prepared for the construction of a private single-family residence, garage, and driveway extension. II. DESCRIPTION OF SITE The new home site is to be located on parcel 976800016 at 110 North Bay Way, approximately 10 miles northwest of Port Ludlow, Washington. Access to the site is directly from North Bay Way, which runs along the southwest property line. Directly southwest of the parcel, across North Bay Way lies parcel 976800046. A restrictive covenant will join both parcels to meet minimum land area requirements for an onsite sewage system. Parcel 976800046 is undeveloped with dense vegetation coverage consisting primarily of trees and small shrubs. Parcel 976800016 is developed with an existing home, garage, shed, gravel driveway, and a concrete parking pad. The uppermost 1/2 of this parcel is moderately vegetated in trees with few shrubs. The lowermost 1/2 of the parcel is vegetated in open lawn with few trees and shrubs. An —18 foot high bank lies near the northeastern property line adjacent to the shoreline of Oak Bay. A geotechnical report dated March 4, 2013 prepared by NTI determined that the site soils are unsuitable for infiltration and recommended a tightline to the shoreline. III. METHODOLOGY The proposed drainage system will be based upon Jefferson County standards and the Department of Ecology (DOE) February 2005 Stormwater Management Manual for Western Washington. The total proposed new impervious surface area is 4,776 SF and the existing impervious area is 7,174 SF. The existing 1,596 SF home will be deconstructed and replaced with the new home. Existing development is less than 35% of the total site area. Land disturbing activity is less than 7,000 SF. Referring to Figure 2.2 of the DOE manual, this project is considered New Development and classified as a "medium" sized project. Minimum requirements #1 through #5 of the DOE manual apply to medium sized projects. Due to the size of the project and its proximity to the Oak Bay shoreline of Jefferson County, minimum requirements #1 through #5 will be addressed as follows: Minimum Requirement #1 Preparation of Stormwater Site Plan • A complete site plan has been included in the appendix of this report. 1 it Minimum Requirement#2 Construction Stormwater Pollution Prevention (SWPP) • The SWPPP includes twelve elements. Each element will be addressed separately as follows: Element#1 Mark Clearing Limits • A note has been provided on the SWPPP requiring setback lines and buffer to be marked prior to clearing activities. Element #2 Establish Construction Access • The construction access to the site will be the existing gravel driveway from Oak Bay Road. Element #3 Control Flow Rates • All runoff from new impervious surfaces will be conveyed via tightline to the dispersion outfall at the shoreline to prevent erosion of neighboring properties and the bluff. Flow control is not required for this medium sized project. Element #4 Install Sediment Controls • To minimize erosion during construction, straw wattles or silt fencing will be installed, see plan for location and details. Element#5 Stabilize Soils • To minimize the soil erosion forces of raindrop impact, flowing water, and wind erosion during construction, the contractor will follow the exposed and unworked soil schedule set by DOE for all soils on site. This project is recommended to occur during the driest season. From May 1 to September 30, no soils shall remain exposed and unworked for more than 7 days. Element #6 Protect Slopes • The steep northeastern bluff will be protected by the buffer setback and erosion control facilities. Cut slopes at the site will be protected by installing straw wattles or silt fencing to prevent erosion of disturbed areas Element#7 Stabilize Soils • There are no inlets existing that will require protection. Element #8 Stabilize Channels and Outlets • There are no inlets existing that will require protection. Element #9 Control Pollutants • All chemicals, liquid products, petroleum products and non-inert wastes present on site shall be covered, contained and protected from vandalism and handled in a manner to minimize contamination of stormwater. 2 • To minimize pollutants generated by heavy equipment and vehicles, all maintenance and repairs shall be conducted using spill prevention measures such as drip pans. Element#10 Control De-watering • The underlying soils are poorly permeable, with seasonal high groundwater tables ranging from 18" to 36". Construction is recommended during the dry season to minimize the need for dewatering. If dewatering is necessary it shall be done in compliance with the 2005 DOE manual. Element#11 Maintain BMP's (Best Management Practices) • It is the contractor's responsibility to maintain the temporary erosion and sediment control measures and to install the permanent erosion and sediment control measures set forth in this report and plan. • After construction is complete, maintenance of permanent erosion and sediment control measures are the owner's responsibility. • All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization is achieved or as needed if longer. Element #12 Manage the Project • Management of this project can best be conducted in accordance with DOE if the guidelines set forth in this report and plan are followed to ensure that the long term goals of environmental protection and site stability are achieved. Minimum Requirement#3 Source Control of Pollution • To minimize pollutants generated by heavy equipment and vehicles, all maintenance and repairs shall be conducted using spill prevention measures such as drip pans. • Source control of pollutants during construction can be maintained on this job by implementing the temporary erosion and sediment control measures set forth. • Long-term source control of pollution is the responsibility of the property owner and includes all categories of household and yard chemicals and pollutants. Minimum Requirement#4 Preservation of Natural Drainage Systems and Outfalls • The natural drainage route on the site is dispersion/infiltration and sheet flow towards the northeast bluff and shoreline. Dispersing stormwater from the new impervious surfaces towards the bluff is not recommended. A tightline drainage pipe is proposed to convey runoff past the bluff to prevent creation of new drainage patterns nor cause erosion of the bluff. 3 Minimum Requirement#5 On-site Stormwater Management • The poor infiltration rate of the underlying soil, shallow depth to a seasonal high groundwater table, and site topography make it impractical to manage stormwater with infiltration facilities. A tightline drainage pipe is proposed to manage stormwater runoff at the site. • Roof downspouts will be directed to an underground network of non-perforated underdrain piping which will collect stormwater to catch basins and ultimately convey runoff through a tightline to the outfall at the Oak Bay shoreline. • The outfall consists of a perforated pipe which will disperse runoff across the dense native bedrock as sheet flow to prevent erosion of the bluff and shoreline. • Foundation drains of the new residence and garage will drain to the catch basins to prevent excess groundwater from coming into contact with the foundation. • Runoff from the new driveway extension will be dispersed to a vegetated swale with a perforated underdrain below to convey runoff to the tightline piping system. • Routine observation and maintenance by the owner is highly recommended and necessary to maintain a functioning drainage system on site. A functioning drainage system should collect all runoff from impervious surfaces and convey stormwater to the outfall at the shoreline without causing erosion onsite or downstream. IV. CONCLUSIONS Prior to breaking ground the temporary erosion control measures set forth in this report and plan shall be installed on site to minimize erosion and control sediment discharge during construction activities. These measures include a straw wattle and standard soil stabilization BMP's. During construction temporary erosion control measures should be inspected regularly and repaired as necessary. Once the site is developed and stabilized, these BMPs can be removed. 4 V. LIMITATIONS This report has been prepared for the exclusive use of Jeffrey McGinty for their proposed construction of a private home. The recommendations in the report apply only to the property that was examined and they are not applicable to other locations. The investigation and recommendations contained in this report are based upon site condi- tions as they existed at the time of our site inspections. During construction, if subsurface or other conditions are discovered that are significantly different from those described in the report, NTI should be advised at once so that we can review the conditions and reconsider our recommendations, where necessary. Unanticipated soil conditions are commonly encountered on construction sites, especially when the topography has been altered years ago. Such unexpected conditions frequently require that additional expenditures be made to attain a properly constructed project. We recommend that a contingency be established in the project budget and schedule to cover unexpected conditions. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted professional engineering principles and practice. This warranty is in lieu of all others, either expressed or implied. Sincerely, x\N C. WkS AS Q NTI ENGINEERING & SURVEYING �J ��a ,N ti 3+A� 45910 Q °x` RFGISTEP� sioNAL� Trent Adams, EIT Justin C. Wilson, PE Project Manager Principal Engineer 5 APPENDIX A.) FIGURE 2.2 : NEW DEVELOPMENT FLOW CHART B.) STORMWATER MANAGEMENT PLAN SHEETS 1-5 C.) SITE PHOTOGRAPHS APPENDIX A Start Here Does the site have Yes See Redevelopment 35%or more of Minimum existing impervious Requirements and coverage? Flow Chart �; Does the project convert (Figure 2.3) l 1 3/4 acres or more of native V vegetation to lawn or Does the project add (NO) landscaped areas, or 5,000 square feet or convert 2.5 acres or more more of new of native vegetation to impervious surfaces? pasture? Yes Yes { No ) Does the project have • 2,000 square feet or All Minimum more of new,replaced, Requirements apply to or new plus replaced the new impervious impervious surfaces? surfaces and converted pervious surfaces. Yes No Minimum Does the project have Requirements#1 land-disturbing • through#5 apply to activities of 7,000 the new and replaced Yes square feet or more? impervious surfaces and the land disturbed. No V See Minimum Requirement#2, Construction Stormwater Pollution Prevention Figure 2.2—Flow Chart for Determining Requirements for New Development February 2005 Volume I—Minimum Technical Requirements 2-9 APPENDIX B NA 1 2 3 4 5 6 ? 8 4 10 ➢ Z VA A W N)— O m z m F N D O➢ < _ .6, cn m oo = I z zr-4 m 0_ m G) [, o 0 Z -n �i 2 v z m m 0 n m m mrnm z m w = m° o, 0 � -TIM —I X m -11 z o U' - c Z rn ° m 11 rn H OI > H rn Z m mrvz = G) u, . . O j m * � mm > 7 0 (0 m C 73 m D * D Z z H > 7J ° D ,U I 0 0) m ZmCnO 0 mp 00 Q < -< -=. ° T. X D ' r -< H rD o G]co z C CO CI) > -< p 0 W _ C 7 w Z Z O ° om 0 D 0) oo --H 4=. N) m N 0 D 'OD 7 —I co 0 ITI m C - _r O CO D H o m 7) ti =T N UO 1.1 U S Mid ,! N Z �. arlipillilit__. rn Migall�1 D n�/ VJ aaD rvnatlwlH3 !©�� U CENTER ROAD D 1 1 1.11411111111 —N. `I. m m' �nil D��' m D PW,:: o - z ,z; 7:0��0.' `- r ^ '� D ^< R 1 W : pI lJ R1E J 7 z U ` F ° Z —J 6 b b / 1 g d1 S q ➢ OP/08 A.88 )NO AT, -- 0 b N 4 U . J i \ / K i -1 v / c l°,< m aillilibl O � <B - w rn° J O o C % ■ C n > x z / o a O �c � 0 z o 9 In C) rte :T—___ ( O O � co C) n = Q I:,,, C) o G O ,� N 9 O i C) r-.N , A 8 (1) O 1n,0 4 m N r (n 7 O O 'P r C O I m D O Ui m Q Z U'I O UI O is G:\Gen\PROJECT\MCJE13O1_Stormwater Plan\DWG\MCJE-1 COVER.dw9 i DATE. 3/12/13 1`. m �� u SVM. REVISION DATE -� , -:* STORMWATER MANAGEMENT PLAN -. a° SCALE NO SCALE NTI ENGINEERING y�o DESIGNED BY: 1■ & SURVEYING 0 ,r,(+,'�+^ • 717 SOUTHPEABODYSTREET 110 NORTH BAY WAY. PORT LUDLOW, WA 98365 74, !1-X DRAWN BY:TTA ��'• PORT ANGELES,WA 98362 r _,_ - may' WWW.NTI4U.COM fTq - CHECKED: P:(380)452-8491 N NT/ F.(380)452-8498 FOR: JEFFREY MCGINTY REVIEW 1 2 3 4 5 6 7 8 9 • 10 11© A A y �4=rA"=° , f S28'51'20"E 60.00' zDOm lm�oiy O?�mNmA m M/a ONA➢ANm D ( C Z 0 m m N .D A A r C Z m<< 3:2=SA n ,<,N QI mmu.,b r^m m W- ..�' _ ., 2..0'22-m A 0 Wz,,00 /n <y „ V' Op r2iyZA v/ y Aln ( pZ- 0OD ti O N Zmm2 —I D T NDmA_ fn mrmb O m--mA n N D > EA*oz D cz No • °,... ��p�o� SA mi a30 A -Cr Vl-1 Z 3 p A A F Aa�N�m m D O N D N D \ \ f _o p A N m D n m N D 2 . m 3 n F E OA A Z O.Z n A;N A-W 4 '07.K% y —I ; mm�O Sr Am ©� '-' . 8.- mO r III r I oZON�z m III--=-,.-S11, m II I y °y&, A zppmoo ` ��I i y AAOryy D I �'4/4 Ct -II il �,:�_ �t yymznom �_ I �' —•• �� g j mD- rr,O-cZnN II ��•••`� D mil 117 m-~1 1 zz ' ,o.5om Z p m A V 77 �II Q �j z ..ti0�.. �0 �� D Z III �`� D III r„mmz 00_ A �� A 2mxir�0 �• III III�III f f �� �y,,,., ^=�D$ M �� ~ O m O H~ D o T D N m A pSl O1 /` I A m - .._. D Z z O A D mG) rn � um ; oc 0 N .N A I D 0 j ''.x, Z F . v, F _ L p 0 n c , • /), m n -: / F r S C 9 °N A DAy _ _0 Z0D n 1110 wo 0 r m Ao rn mx< Nr.,y .0 J1 XX 'aNO 000 mZO�WN m (/� ^^ °N� Nmo mA _ ° 5-009_ g F 2�n r- or-r^ me oo^'A z , r=... "vm —I „r«, yy0 z n rn xm q. rn —I �, omy m „z 1- xo mNOG S28'51'20"E 60.00' °M > ,T( j -r-r 2zoz M xm nom m mm_. Om�zm> of ZW➢ N N SAO mczi~ nZp�Z -..0<�b f ' &m(� '�_�,-. � O-i" gzg OD J mom .L. ,, VJ n m I W N"1< 1 v 2 —_ I x w m O W y N pmi m W m _(r(,� h%r• • m .°i I� 2 ➢ 0< j 2 A A L. m ._._ 'll O m m22� �A�t�n 0 .-. - \ A F ~ r D lJ ~ y � 0 : o-DDS C o -I mz - - - 1 m�N } co: m Z u, 2Ar u I cs D z m +n __--- --- O A° gym o; N I I NN I a rn,m An N W. r. -a or m ' : ' - D; 0 D m 0 c%(,), Om OA I a xP ZO Npm - v,) T m y N rn ° i rn 0 iCV / n b \ m rnm A F 2 V I Z m A D m °m co A°r' D O.' p - - "0 x m-" x A D Z — A O O• z _. , x. £ � • N - 1 r- u N m //'�� MO AO Or 0rn VJ -00 __ 2F. 13,7- RI L V A C A r 0 A I O - 2 N� _ __ _0'S-- ._ 6 2N ym 2 D N mF11 ° D I— NW 2 mD-1 OAmDOM0 E.,,mONZmoo, T00-,0 0.,11: J O, N A W N 7' 'A06 O m A 2 0➢O S A A-m<2 0 2 62,)26z m m N O ,-2 N m O O m m O Z m Z0 m, OS N 0D DNgm W mDODO 00M N-+COAm O-iO-im 0T0°N-1 DC V C m�<D m2Ati NC O ti C ;-rte 22 N 2�� Omm Or ~AmmH NCZiQn 2 22r2:1 ,+yn°Z nr2+l D?1Lpn ��Vi2Di+2i Mt �O <��V Z D W OZ OZOm 000 1p^D OD A O rn AG,, /O/� C O r O A A y C N W O N A m D y C m Z O W T A C N W A A Z r (n O A r G o Z r 2 C) Z,. 22 m0 2W CD 'mNOmi7, ODN;ZVmmm,mm rC„nn OOnm, 0,0000 ARImC'mCO OZZm m-, =m2O=0.ZO1 ,rN�,ODOO ZNrr.,b mAT DA m m -1A Zm C mm=g 00-0 ymm D r poly 2 o00r:, 2 O D m °'>>(' m A 0 h m (. 5 2 =12,5 , 0_ O m" N A-OOAZN8 A-- 2 Am O C ^O W W n1p mA➢ 1+tDQZ D <m-,N- A m 0n p0 D 2 Dr 2 2",A AZ D O NZ O_ C m O mm mCZm0 Ap r-r„�ZGz CDp SNZN-p ,p, -,1M Zr1A 2012+,2 'm. -0.m OzD O . 00CA O pA. 4 ( r m N Z 2O F ZA0 W 02=1 Zmmti BCD °mm AtA y ➢ 0 .900 rR,r TOrCAo ZVAmiN ANN NZ -r ( C 0- CC Z- Z 2w' ➢ p -Im e Z z A H nIH �AD -tm rnm m y m ^ 0-1x m2 Ni ° N 00�7AN< " Z< OA ZD O 00 ' O ZOcm0pD 020 G,=,0 G0 C?r.,OOr, OG1c, DAD rm,H02,0 T.2T1m Nm Z m A Z C N D{{0 ,m Z A m D Z A 2 0 0 Z O m O- C, N r.,SA fD-> OC ym pZV1� W NNti° r+-I° DNr mprt DZ Z 00°N XN , D- O m �mmZ OSD N N ° D°-1- N-2 tim2 02 IDJIS i p O Z,,,. r;m AN mz W mp O _ mf m V, rD m 00 DO -C W D m=Z=O CIn ZmO tim nZ D Z 2 O W O,mO W o0 0A D°OO 2O° AOm m, Z -< LA mR D, ±1 >im ;;-rgm 2-o)). mr' <„mm > 000 +,r r m D 02 A C L mmm Cy mr O o - Q- 0m N g0 g E-,1 0 7,733 ,,8(2, No j 2nOO t:_6,1• >-*� Z Dr ym� V,ND; m2 Z02,m2 95'm 41- 25,'0°6 2_1,6 W O 0 1 n 'rl m C OZ. D V1 Z j_rti 2 m D FZD _< N m O > < Q m O DO Z 3; OAmr^O m AO tiNyZm mmm �y A00N r.,OnZ H g AZ AyZ Z mN 021 Do � C0iZ0m Ap m �m O r= _m r m°g y 0 AZON 00�AA2 r„. NOr Z085, 0,CD N 3:_ Om „mmm-, C 0 m Z Dm0 m mrr Z°p CA-1CpAmZ Z'yp . 0 m a O A m 1 2A A i'6m22mN mm NWCm 6"z AS N2 2ZA 2' NWZN �CZrZC m�A 0jA Z U1 m D A Z m 2 m�D➢Z2 D yC A ›SNZ Z �2,y0 = Om m O~ mOO,y0i Anm g.y D O cri C N ° o 2 p rNnti mAj r- = Am 0_ mm,COy r V, 2Z A 0w,' °ppjC0 m0-1p D?VZi C71 D 0 A "-',/, 7 n 22 < m m Z fl-, Zm W m ~m 20< Or n�N° yZC Z Am 0 M Z Z 1n m A m 2 C m o m Z o 2'r91 m A • O N m N O 0 m� Z 0 t 2 Z 0 D G:\Gen1PROJECT\MCJE 1301_Stormwater Plan\DWG\MCJE-3 EROSION CONTROL PLAN.dwg 2 DATE: 3/12/13 11". RI SYM. REVISION DATE (,) m+ a� � SCALE. ,,._40 '44.41 * NTI ENGINEERING STORMWATER POLLUTION PREVENTION PLAN O ;,, talk & SURVEYING ��cy DESIGNED BY: 110 NORTH BAY WAY. PORT LUDLOW, WA 98365 Tvt , ��� M1� 717 SOUTHPEABODYSTREET '1 - J1 DRAWN BY: TTA PORT ANGELES,WA 98362 Y WWW.NTI4U.COM cyFFq �}S► CHECKED: P:(360)452-8491 cn N• F.(360)452-8498 FOR: JEFFREY MCGINTY REVIEW: NT, 1 2 ' 3 4 5 6 7 8 9 1 10 ZD9m02-9 4110 n Or59mN • m 0 m-zmmz 01 2 . I n,o<zr T r- 1\ �rTro� \, _ ._ _ Nvmz m o -s. _ \r_ \_ co v O O N A 2 h! !1! o m 4 I fv O A m A� y no OS / m y W Z D O m I _ // - -m \` pm O�t2iIN m� OS �� / 2 oz \ , mmNOm .ter n m-Om2 T r2i x 2 XDK O r \ -_ o , 18 A 'XVW GZ 3d01S p 2;b"- 1 D \ 73 AO 0 \,, r :0 \, Z r r\ n v ,,,„/- 7— < ©� G< N� m rPPu = 1 ® c _ 14-H-Ft W Z A _m m Z w u N 2 0- N N 0 0 ® Nm0 O O Z O m 2 2 - ® O tZ mn,,, ^ m / : A 'j_ n Z D O r O V \ O�OA N ND r- :; _ . 0 o �__ r o p z I .- z c, ,, „, _ „ / E. E._ A A /7- C 1 rn . L \N N P rm m m II = o II II II it '4 W O O I+I+I+H UN C N N N N 2 I I H T I- NNNN _ _ _ V O - \ \ ` r 0m00 -- o x rOmpp mm , _ . aD oAZZ� -r- zx o m vv< x O -' nln°nT�o EI �o I-'//g �-- - N N> \� - _ ! - " ` -0 '//-- O - v 20 rn \\ , ____, 0 ____ \, \„ ,, ____„ ,. ,.________. _. . .,.. ,,, , , __. , , -ID D l�d �r 7 m Z d 4111 8 �ID m D A m v y--'9 ------- . xm < U 0 O Z D 41• O A I. n�y �• O r �� Ov Y O Off' N O CAD 22 O� 0 of D A-� C0 00 tim Zmxl D�N D -� II A>< om oc oimp,00m Zo>mzc nn Zr-o A0>0 A O O O HI, NZ >2 ➢0ti5a;p u]mig ZOmV2i TlOm O;t1D A *m O~� Nf ,Zm1W O�ODOmm Dpmmo0,2g 1� NmmZ O mO ��D 'Om OA m� ZOrO xC.p� 2y0020a AZN mA�-1 ? ; ~ re Oy m 0inZ oD Op 20220,1 oOrxn<Om AO oc I'OC O A V DK 'l> -�Op-1N0 Om > 0r 0V, - ZZx O AOD O� ON mO+mjm 00 �r<+1C rO'1D t>0 <*1`G_ =NC 2-43 zm O G Nmr 20 pg OyNNOpCm 0DT=m0Z*-Ir OOOn N 7C nmm mn mA DDO�jm mm AAtn oD ymO 02 Z O-I; GS �N rmmm� o000 �mN� Cr�1 O C' OD ON A omn m N00�00z,tim N2�N O ��� DMZ yj my �NOm,7, OD-ri>,* 2x1-. co* N I (n(- C ONm O= V1m FMmom00 mm OAp02A>lO mAgm Z lU �m0 D mN _ Z OO�rD ZImA O m O 1 (� rt m p Nr�t m-,,,'6.-cl N 00 O0D NA A> 2 DOr a z' N DOm-IZ0 f-� ›DD-,D mz °_ �.O '”" CD ,,r=iN mD n i;;*0 +vv~i v,2m<mKmzim mmcc L•A y lU m m N r 00mn Ormj 6,,,, Dmy,O''V <-0X m No? O O (nom >p o z A OAO-o f*m1OAG�ZOpmnO oA�{ O y O oNZ^< mmNimN2z O C yi r"-k- m omNAOA Dyn=f-"m O m.0-1 O m D 0m 2C m mA=K ', 2NK mF-moo +' .m m 0 (J1 m a , Oc c m m=mo = :£ z0 >,--740 O (f 2 m N Z O'0 Z m m D 2 D p O S I+ (J1 m ? 0 0 m N m ti y 2 D K x z m m 0 0 < G:\Gen1PROJECT\MCJE1301 Stormwater Plan\DWG\MCJE-4 STORMWATER CONTROL PLAN 2.0.dwg N M �'� SYM. REVISION DATE DATE: 3/12/13 SCALE 1" 20 ''* NTI ENGINEERING STORMWATER CONTROL PLAN O ' a( DESIGNED BY: 6 _ &SURVEYING T *"" 4 717 SOUTHPEABODYSTREET 110 NORTH BAY WAY- PORT LUDLOW, WA 98365 I I z �7��� DRAWN BY:TTA ii:• PORT ANGELES,WA 98382 N WWW.NTI4U.COM Fq'. O- �i'"_ CHECKED: P:(360)452-8491 - REVIEW NT, F:(380)452-8498 FOR JEFFREY MCGINTY 1 2 3 4 5 6 7 8 9 10 0 -0 0D2 Ny .. 0 4D �D➢ ©D Zx vS N 40 rcs3-- :-> ''O m m N• � ° m D j oby AA� 0 x 0 < N rn -Z o) Z W? m 0+ O 1 v Omm G) 0 A m r m_.Z X O D ti A Z=o m O z m —1 N, D m z r Imo j Z c — W y A _ /x Q N m O rn m f/J i D cn Z r !I: y D r N • o R m< A°C m Z S A 7o N u1 S'221 SiZ ADT Z II Z \\ m ➢2 r W� K 0 ^ O y O .y Z A x m 0 - !-O ...._ I,• 0 CDm -C~Z < Z n c0 o Amt F� 3 Z A o mANm m 29x 20 O Z pDmO 2 00 x °m A ^ A 1" - N A -�0 DAO~X O:Z.2 p 9 W 4D C ! :z Z mm _,Z A m W 1 al p N z 0 m A m 0 z n-.A s V iil0. <y 2 0 A N m .� Z h Z �4D D z • Z A i iii II IA o W0 j D y m IrA _ Z m 0 <. A= ° n Z <M1 m H �Ji�' m Fm O:.3 o C co A Z �a � -r m z m 0 -pa' T rn y0 —I A mo Fii Oo ill OT �m O mr zoo m %r0 �`•I; 9A D ADO N ti A ➢ ti Z \ m~ m O A Z< r0 G 1 m O m D� „z-- mN p ^ Om 0 D Z C A y 0 oN 01A O o ..Zo ^ m O C y° D-im W C (m ��N m O �ti A00 c^ O V A Vm A M m O o A A Om A n0 N�O mN o Ao Z,Zj� OD D OA yN� WA Z �m Zmm _ < A m N ti 1 m m0 Ln 000 m� u0iZ Zi'm Ay 3SI 'N"nn �Z A z °' 0�0 -I m N o s' 0 ro Z iii! CD <_ m co Z / \O O O O O O 0 ^�o � 0 0 0 0 •O I ik Doi D A N V^ A •ICBINLET <TYP)Z F >!) •—I F r m 4110 rN 3'4,, 2 m mD W Dy m Z mO N m.n ➢Z A ;m frr Dg m z m Z 000 cN mmN N o rn O C m Ar v0 -i AZ D •A c0 00 C O O N 4 <DW <m rW N V.l' -o r A N m A O n x Z m A m . Z)Q co N ON r o -4 D o0 Z �D < 0 cA m A 00 °�� A Q / m r 1 Z A N �1 Z A s ... O r O 2 m Z V I N T _ i O D O O 0 A Z O D TT T m A N C r— S D N (.1".1.� x WV X = O m C A A Z D m m 2 A F � Q D o mf=�� 1 a A 00 ��� x--E -. 1 N m o �N mo D 2 C A .. A 0 D_ D A z D ti c47` m 20 o o om 0 ycto m •Z i Mk VP m 6 CD D )O Q F - --1 1 . 'Iristrz . CD n ;a o N O 1n u m fJ U) D Om ro E Ct1 —0.- f_ o z G:\Gen1PROJECT\MCJE 1301_Stormwater Plan 1DWGIMCJE-5 DETAILS.dwg v) m 'C.A. J(/ SYM. REVISION DATE DATE: 3/12/13 T ,�° SCALE, 7"=40 /PA] ^ NTI ENGINEERING DETAILS 0 / DESIGNED BY: �r ► & SURVEYING 717 SOUTHPEABODYSTREET 110 NORTH BAY WAY. PORT LUDLOW, WA 98365 !W,>W DRAWN BY TTA ��' PORT ANGELES,WA 88382 •�n c Y WWW.NTI4U.COM V 1 FR" ).s• CHECKED: P.(380)452-8491 N• REVIEW NT, F(380)452-8498 FOR: JEFFREY MCGINTY 1 2 3 4 5 6 7 8 9 10 pcm-DA i U,v ,I d 2 0.. Ala mm )3 A> / /p 'A 0 v,- 2vn= ° / / /-, *79-10 ? , >r-m r p A m VOON�A 11 _ - �Ia Amm- mm \Y 2 ?<� b! 1 �Id /IA� / " ,\Id AArc '' s / VV _ - cm = O'K m-, / / / '' ------ O pm O�InN Z➢ 2 /' v,ANOm % i Km- 6. d ZmxD> / /'. -000 �� 0" tnr4=EI+C CO d - - �� / /'/ o -- i / a)v, _ 0 m /' 2 F ,O9-1,13 ' X25 o z 'ro p0 i D N O X N U r" 4 ‘0 SB- _-r, - /J ' \ ■; ,' 0 O X ' A ! y m 2 rr --I O 7 O I _ -O O O D O - > 1 < o - " o rn N \ C z rn C 0 m m Q - lj CD M O q m z< _ g Ill 2 D V/ C D > o 0 A N n O ', m �._, 0 '' __ I X ,,:b 0 7 O 0 - ° m �N mO rn p o` C m s m( O S^ r t OA -A — N / ` 2 n <Z mz n 1 l 1 __ n � --..I 00 N N P C � �mm _ �I U1 CA U1 CA D \ 3 m ''° a -A -P N d) Z `n - (� U)�U) U1 U) —I - � T TI -T1 TI -11 -< - ..-. z O w m p m p n 0� m_n x z%%1k O / 7 A' , m .'''. -- -' \ Illk , ..0. I . , ®I Q (' ..._________,, A O m_ VI T \\\\\\ -1 C4< O l / y A p .-.. _- -' - O,•' s --":..i 7 -.. .' z- m - ---' 11_,,,;-,--!::,,-‹_;-_-:,:.-_,/,:o" � ,�_,' '.• 0z I ,c c - ' ` 09 pS N e O �` U)r_C C z �T—T— y 0 z _--"- m O 5_ < O o n A" -D -A r" n o I n .co -, A 4., (D O to O >o =v N P C O n A >x 2 O 3 - T D O O I n D �m Aa Z CO O~ O 0 01 A A A m O 01 T O 2 -i A 9, -0< G:\Gen1PROJECT\MCJE 1301_Stormwater Plan\DWG\MCJE-4 NEW DEVELOPMENT.dwq N m DATE 3/12/2013 �' NEW DEVELOPMENT m .--•. SVM. REVISION DATE �1► NTI ENGINEERING N ' a SCALE: 1"=40 Yr & SURVEYING g. «1$-,- DESIGNED 9Y. 110 NORTH BAY WAY. PORT LUDLOW, WA 98365 717 SOUTH PEABODV STREET ��� cy DRAWN BY:TTA PORT ANGELES,WA 98382 W W W.NTI4U.COM 01 `fq 4 CHECKED: P.(380)452-8491 N REVIEW NTI F:(360)452-8498 FOR: JEFFREY MCGINTY APPENDIX C •� '►s'., tat,''',-, , pi `mod° ,*i. s'..-r �..st"a. ti 4!,1,1, - il, I ; ✓ ,, ''•, ?Y ,4N"1.1., r_It -Y --- a, m'z t p7- 4 ri • • n FIGURE 1 — SITE ACCESS .•::ax:' Fva a x R FIGURE 2 — EXISTING RESIDENCE \, •, 4*..4:4t. . iP. • Asit• •• '. • V r . ' f 4 er � ' * r� 494(,x.`otvik '. y , .y �r e �x� wr ~ri T n • i< _ .—....�"i` `4 f tea e § ;. , wu -% FIGURE 3 - EXISTING SHOP 04 1 .. „.. .,\,_ ,.i„... ..:::r. ,. ...„...: i irt... .. , ��q �� w r • -,. FIGURE 4- EXISTING SHED 44410:44.,2 C. ..+� Fff Y. +ts 4 ...,.... . , , .„.....„...... .. ..... ._ ,,i4 .;4:_,..;,,,'„v::..:--.Lrv, .111„.,..4.k.-.,,,.. �°l . rr litlir"-' -s le FIGURE 5 - OAK BAY SHORELINE v7.-.--:,.. ., it - ,I ' _*.mot i' V ■ „A- ,J- '- _ r �` y hM1 J FIGURE 6 - APPROXIMATE LOCATION OF OUTFACE 1 NORTHWESTERN TERRITORIES, INC. ' 717 SOUTH PEABODY STREET,PORT ANGELES,WA 98362 eLi, Engineers Land Surveyors Z Geaacgists . u t Construction Inspection Materials Testing Phone(360)452-8491 1-80O454-55545 Fax 452-8498 fat 1:infoanti4u.aom I Jeffrey McGinty 19710 Twenty-Second Ave. NE Poulsbo, Washington 98370 IMarch 4, 2013 I Subject: Geotechnical Investigation of the McGinty Parcel at 110 North Bay Way, Port Ludlow, Washington 98365. Tax Parcel # 976800016 I1.0 Introduction IDear Mr. McGinty and Others Concerned, On February 18th, 2012, NTI Engineering and Land Surveying completed a geotechnical I investigation of the property located at the above-mentioned address that lies within the Southwest Quarter of Section 29, Township 29N, Range 1 E near Oak Bay, Washington. I The purpose of the reconnaissance investigation was to assess the capacity of the soil at the site to infiltrate stormwater and to determine if drywells or other infiltration facilities might be used to receive drainage from the site. I2.0 Background Information I The soils at the project site have traditionally exhibited high moisture content year round. Drainage from the existing home is collected from multiple downspouts and conveyed through above-ground flexible non-perforated pipe to the northeastern side of I the home and dispersed through approximately 90 feet of lawn and vegetation towards a low bluff. It is proposed that the existing double wide mobile home be removed from the parcel and replaced with a new approximately 3,900 square foot home, garage, and I deck. 3.0 Site Description IThe parcel is located at 110 North Bay Way, approximately 10 miles northwest of Port Ludlow, Washington. Note the map of the parcel and its relationship to North Bay Way Iin Figure 1. — : c livI, I U' 1"-` MAC 1 9 2013 I U JEFFERSON COUNTY _____,_DEPT.OF COMMUNITY DEVELOPMENT ' SlIbtl1MS 976500067 9168! ;i - r_+?CX710 ' 97680(X)1 I 97b96800040 9r + L � - 9 r6800012' 4168(X))12 91Ez{_iX O 976800013 "C 9'768000,S 3 9768000'14 i zoos 9 raw 9 ,r,K 1N 916800020 9k,. _ru e 1 4 r„ut 921292001 - �} 9 r '- _ 23 91b80® 4 9/6800026 r.s c:? r6 cot\--.1` at:20 –1611111moaliqif 1 -1 r 91£ 'perVA FIGURE 1 - VICINITY MAP OF SITE ' 4.0 Site Geology& Mapping 4.1 Surficial Soil Types ' The Soil Conservation Service (SCS) Soil Survey classified the local soils as Alderwood gravelly loam (Amc). This soil unit is formed on terraces from reworked glacial till ' sediments. Permeability is said to be moderate with a cemented layer formed in very compact glacial till at over 30 inches in depth. ' The Coastal Zone Atlas of Washington (Department of Ecology) and other geologic mapping describe the parent rock in the vicinity of the property as Tertiary Sandstone (Ts). This unit is comprised of interbedded sandstone, shale, and mudstone, including 1 the Aldwell Formation of Eocene age and the Quimper Sandstone of Oligocene age. This unit was formed over 26 to 54 million years ago. ' Geologic mapping of the site is included in the Appendix. 2 I I5.0 Site Observations IField observations confirmed the presence of glacial till and Tertiary Sandstone. 5.1 Observation of the Bluff ISeveral outcrops along the shoreline of Oak Bay exposed medium stiff gravelly clay till at the upper face of a low bluff. The low bluff is approximately 18 feet in height above Ithe shoreline. This soil unit extends approximately 3 to 5 feet in depth beneath the surface, overlying moderately dense, orange-brown poorly weathered sandstone up to 2 feet in thickness. Very dense, gray, solid sandstone lies beneath the weathered Isandstone and likely extends to substantial depths. Probing at various points within the site showed the presence of the same medium stiff Igravelly clay till with a very thin cover of loamy silt. At the bluff below the site, groundwater was observed to be seeping through the face of Ithe gravelly till and weathered brown sandstone. An outcrop of this exposure can be seen in Figure 2 below. The weathered sandstone was observed to be damp and highly I weathered from the subsurface groundwater seeping through its face with little cementation. 1 � �` 'r �a ,' -.0" 4„, a, , i .wd1.• y ti � pl ‘,4,,\ __ r � f ,� .«. � ���r �%fir; silk 4 I 4 L *, ',. t ,I 4: 4*".7;*eii; *id -:4,-1&el t ' el,•a;,,,,,, tpliftrat,14. 'Neitei"„t44. ,,,t#1164,.ak /,,,-- ,, - R fix , ,. w _ 4 't,,, 3 4 A .. .. FIGURE 2 —VIEW OF THE EXPOSED WEATHERED SANDSTONE AT THE BLUFF INorth of the site, another exposure of sandstone was observed. The exposure showed substantially less weathered orange-brown sandstone formations with moderate Iinduration. A view of the cemented, less weathered sandstone can be seen in Figure 3. 3 I IR. ,s 1',',..' ,..it4:,'''`,;..4..„.„.' ' ''' - ,t:, ,.... . -..* 'zf,i.4. ' .:14: *:, - ..,:-.4 1--;,,,:f M a "*t, , . N\ ••/,,, .. 1 a4 ter. mss {'. - .. . __ I .. . • - ., \ , _. , „ , , , , viir, '‘,,, I r g . i IFIGURE 3 —VIEW SHOWING CEMENTED SANDSTONE Below the orange-brown sandstone layer, very dense, solid, gray, sandstone was I generally observed along most of the bluff. Exposures of the sandstone showed stratified cobbles protruding from the face of the bluff. • � �‘ s i • s %, .�. ' -'!rte h Y f / ,; , "£'a T.. r 'f .. r FIGURE 4 —VIEW SHOWING VERY DENSE UNWEATHERED SANDSTONE I 4 Probing of the shoreline over 5 feet away from the toe of the bluff suggests the gray sandstone underlies some of the sandy beach at shallow depths. A view of the ' sandstone formation can be seen in Figure 4. 5.2 Test Pit Observations ' During a preliminary drainage investigation on January 30, 2013, a single test pit was dug on the downslope portion of the property using a post-hole digger to verify general ' soil properties for stormwater management design. The upper 3 inches revealed medium dense, dark brown, moist, loamy silt. Beneath this soil unit dense, brown, saturated, silty clay with small amounts of sand and gravel was found to depths of over 18 inches. At 18 inches in depth ground water was actively seeping into the test pit. A view of the flooding test pit can be seen in Figure 5. 4 • • ' FIGURE 5 —VIEW OF DOWNSLOPE TEST PIT A second test pit was excavated during the follow-up geotechnical investigation to ' assess soil conditions. This test pit was located further upslope at the property adjacent to the southwest corner of the existing house. The upper 2 inches revealed medium dense, dark brown, moist, loamy silt. Beneath this soil unit medium stiff, brown, saturated, silty clay with gravel and sand was found to over 20 inches in depth. At 20 inches in depth ground water was actively seeping into the test pit. Probing indicated increasingly stiff soil below the limits of the excavation. 5 I , : 8/ .a' ,,r 1,,,, 4 ,-4,: ' � Is 8,: il Iv,I I ` . Y ' .. 0'4?" ''' k .i• s rye ,do I IFIGURE 6 — VIEW OF UPSLOPE TEST PIT Observation of the site showed no change in topography or vegetation suggesting that I the entire site is underlain with the same moderately dense, poorly permeable glacial till and impermeable sandstone formations. I6.0 Recommendations The McGinty Parcel appears to be entirely underlain by clayey glacial till. The I weathered material is poorly permeable with nearly impervious sandstone beneath and, hence, is not suitable for drywells. Under the circumstances, infiltration cannot be used and a drain pipe leading to the shoreline is recommended. I I I I I 6 I I7.0 Limitations The observations and conclusions of this report apply only to the subject property and I they are not transferable to nearby or adjoining property. This report is the sole property of Mr. Jeffrey McGinty and may be used by others only with his permission. NTI Engineering and Land Surveying warrants that this report was diligently and Iconscientiously prepared in accordance with the practice of professional engineering and according to the principals of geologic science. No other warranty, either express or implied, is provided herewith. I Please call on the undersigned engineer if you have questions about the contents of this g Y q report. I Sincerely, Y I I 4.'9 of aasiif� o C 4 .'fig a SAL ,r_:T:zev/drzer,/_________-- I Steve S. Luxton MSc, PE Trent T. Adams, E.I.T Senior Geotechnical Engineer Project Manager I I I I I 1 1 I I I I I I I I II I APPENDIX I I I I I I I I I I Irv> ' . F - I _� X cn M r n 1 • ¢ w.. I CO 110" GI A r rtj L S i ,,,,,,„,,, 0 AP i 1i I :\ I Na f I I I I I SUPPORTING DOCUMENTS} E RESIDENTIAL ENERGY CODE P1AR 25 2013 WORKSHEET ARSON COON;r This worksheet has been developed to assist permit applicants documenting compliance with the Washington State Energy Code, (2009 edition).This set is for structures built under the IRC and located in Climate Zone 1. The following forms provide much of the required documentation for plan review.The details noted here must also be shown on the drawings (WSEC 104.2).This form is not a substitute for the energy code itself. To obtain a copy of the energy code, go to the following web address. http://www.energy.wsu.edu/code. Residential additions must meet minimum prescriptive energy code compliance. Applicant Name:Jp JCIJ NAcC'l f Assessor Tax Parcel#: °17&-Secs - 01 Ce, Project Name: ( hires contact email: r t po kite 9,prpui.(Join Section 1 -General Information Proposed healing system: (circle one) Cadet or Radiant Heat umace/Heat Pump Other. Baseboard (requires fully insulated (if 40,OO)BTU/HR heaters slab) comp em worksheet—Section 5) Note: Testing may be required for ducted systems ide the heated area. Seaton 2- D dl (WSEC Table 6.1) • For options I or II:complete Glazing Schedule—Section 4 • Glazing schedule not required if choosing Option Ill (1lamo Glaring U-Factor Door Z Vaulted Wapri Wall.into Wad e�4 Stabb Option Areal : Ceiling- Ceiling3 Above Below Below Floor on %of Floor Vertical Overhead U-Factor Grade Grade Grade Grade R-49 or R-21 U I 13% 034 0.50 0.20 R-38 R 38 inr.' R 10 R-30 R20 Adv. R-49 or R-21 U 25% 032 0.50 0.20 R-38 R 38 R"21 R"10 Adv. Inca TB R-10 R 30 2' R-49 or R-21 III ibllmited 030 0.50 0.20 R-38 R 38 R-21 R 10 R 3 Adv. _ Int.7 TB R-10 0 r *For footnotes, please see WSEC Chapter 6. Section 3— Energy Credits. Chapter 9 of the WSEC requires additional energy efficiency to your project using a "credit'system: Please select your credits from the table below. The options chosen must equal (1) one credit. The following are the most commonly used energy credit options. For a complete list, please see WSEC Table 9-1 11 Option Description Credit(s) 1 a High Efficiency HVAC Equipment 1: Gas, propane or oil-fired furnace or boiler 1 with minimum AFUE of 92%or Air-source heat pump with minimum HSPF of 8.5. V 1 b High Efficiency HVAC Equipment 2: Closed loop ground source heat pump;with 2 a minimum COP of 3.3. • High Efficiency HVAC Equipment 3: Ductless Split System Heat Pumps, Zonal 1 c Control: In home where the primary space heating system is zonal electric heating, 1 a ductless heat pump system shall be installed and provide heating to at least one zone of the housing unit. High Efficiency HVAC Distribution System': All heating and cooling system components installed inside the conditioned space. All combustion equipment must ticci t sealed combustion. Electricrsc@-(teai or`direct.;.. 1 heating equipment with AFUE less than 80%is not permitted under this Opts'•rr►6,"l. :1 r„yr.c,1, �.•y w j �' r r # .r3-t , Efficient Building Envelope: Prescriptive compliance is based on Table 6-1, .V 3a Option III with the following modifications:Windows=U.28, Floor= R-38(or fully 0.5 « insulated slab)or component performance showing Target UA from Table 5-1 is reduced by 5%. Efficient Water Heating': Gas, propane or oil water heater with a minimum EF of V 5a 0.62 or Electric water heater with a minimum EF of.93. For either case,all showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 0.5 GPM or less. All other lavatory faucets shall be rated at 1.0 GPM orless.2 High Efficiency Water Heating': Gas,propane or oil water heater with a minimum 5b EF of 0.82 or solar water heating supplementing a minimum standard water heater. 1.5 Small Dwelling Unit': Dwelling units less than 1500 square feet in floor area with 6 less than 300 square feet of openings(doors and windows).or an addition less than 1 750 square feet of area to an existing building. 7 Large Dwelling Unit': Dwelling units exceeding 5000 square feet of floor area shall -1 be assessed a deduction for purposes of complying with energy code credits. Footnotes: Interior Duct Placement Ducts inducted as Option 2 of Table 9-1 shall be placed wholly within the heated envelope of the housing unit. The placement shall be inspected and certified to receive the credits associated with this option. EXCEPTION: Ducts complying with this section may have up to 5%of the total linear feet of ducts located in the exterior cavities or buffer spaces of the dwelling If this exception is used the ducts will be tested to the following standards: Post-construction test Leakage to outdoors shall be less than or equal to 1 CFM per 100 ft2 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. z Plumbing Fixtures Flow Ratings. Low flow plumbing fixtures(water closets and urinals)and fittings(faucets and showerheads)shall comply with the following requirements: (a)Residential bathroom lavatory sink faucets: Maximum flow rate - 3.8 Umin(1.0 gal/min)when tested in accordance with ASME Al 1 2.18.1/CSA B125.1.(b)Residential kitchen faucets:. Maximum flow rate- 6.6 Umin (1.75 gal/min)when tested in accordance with ASME A112.18.1/CSA B125.1.(c)Residential showerheads: Maximum flow rate - 6.6 Umin(1.75 gal/min)when tested in accordance with ASME A112.18.1/CSA 8125.1 Kitsap County Department of Community Development Phone: (380)337-5777 814 Division street,MS-38 Far (380)337-4925 Port Orchard,WA 98388.4882 Farts Number:2601D www.kitseoaov.oam/dcdl Emait Kitsapt eco.kttsap.vra.us Revision Dater 4/19/2012 Page 2 of 4 ,Section 5- Simple Heating System Size: Climate Zone 1 Indoor Design Temperature 70 Outdoor Design Temperature 291 Design Temperature Difference(AT) AT=Indoor-Outdoor Design Terrp 41 Conditioned Floor Area r 0 Conditioned Volume I Glazing Copy Sum of UA from Glazing Schedule I Attic U-Factor X Area = UA R-49 0.027 R-38 Advanced 0.026 Single Rafter or Joist Vaulted Ceilings - U-Factor X Area = UA R-38 Vented 0.027 MAR 2 5 2013 I Above Grade Walls U-Factor X Area = UA ,EFFE�i�JUlu V UI�'(I' DCD R-21 0.056 I i I Floors U-Factor X Area = UA R-30 0.029 1 i I Below Grade Walls U-Factor X Area = UA 2' Depth Walls 0.042 3.5'Depth Walls 0.041 7' Depth Walls 0.037 1 i I Slab Below Grade F-Factor X Length = UA 2' Depth 0.59 3.5' Depth 0.64 7' Depth 0.57 I I I Slab on Grade F-Factor X Len, . = UA R-10 2'perimeter 0.54 R-10 Full-Heated 0.55 1 I 1 Sum of UA Envelope Heat Load Btu/ Hour Sum of uA X AT Air Leakage Heat Load Btu/ Hour ((Volume X 0.8)X M)X.018)) Building Deign Heat Load Btu/Hour Ai Leakage+Envelope Heat Loss Building and Duct Heat Load 1 1 !Btu/ Hour 1 ducts are located in unconditioned space:Sum of Budding Heat Loss X 1.15 1 ducts are located in conditioned space:Sum of Budding Heat Loss X 1 Maximum Heat Equipment Output 150% 1 (Btu/ Hour Buid'ng and Duct Heat Loss X 1.50 Kitsap County Department of Community Development Phone: (360)337-5777 614 Division Street,MS-36 Fax (360)337-4925 Port Orchard,WA 98368-4682 Form Number 2601 D www.kitsaoaov.com/dcd/ Emaik Kitsapleco.kitsap.wa.us Revision Date:4/19/2012 Page 4 of 4 • Section 4—Glazing Schedule Conditioned Floor Area Sum of UA for Heating System Sizings Sum of All Glazing Areas From Below Glazing to Floor Area Ratio 602.7.2 Exception Ratio (not to exceed 1%)1 Exterior Doors Plan Component Door Percent Width Hei ID � g�tt Glazing Door Door Description " Ref..U-factor Glazed Qt. Feet 1ich Feet In`" Area Area UA One Exempt Sw ingii Door<24 Square Feet Sum of Glazing Area, Door Area, and UA (do not include exempt door) I J Area Weighted U= UA/Area Sum of Area and UA for Heating system size only(Include exempt door) I Vertical Glazing(Windows, Glazed doors using Exception 602.6#1) Plan Component Glazing Width Hel tt Glazing Description Ref."U-factor Qt."Feet inct1 Feet inch Area UA Sum of Area and CIA Area Weighted U= UA/Ansa Overhead Glazing Plan Component Glazing Width Heiatt ID Description " Ref." U Ot."Feet Inch Feet Inc" Area UA Sum of Area and ea e Doub Glazed Garden Windows Section 602.7.2 Exception Area Weighted U= UA/Area Plan Component Width Heiatt ID Description Qt."Feet finch Feet Inch Area UA Sum of Area Sum of Area X 3(This total is automatically Included In the glazing area total.) Glazing UA for Heating System Size Only a Area X 0.63 , Pc___-._.....� asa nnnan •nn.1 - '- rnyvv•n SUPPORTING DOCUMENT RECEirk0 RESIDENTIAL ENERGY CODE MAR 2 5 2013 WORKSHEET EERSON COUNT;'L This worksheet has been developed to assist permit applicants documenting compliance with the Washington State Energy Code, (2009 edition).This set is for structures built under the IRC and located in Climate Zone 1. The following forms provide much of the required documentation for plan review.The details noted here must also be shown on the drawings(WSEC 104.2).This form is not a substitute for the energy code itself. To obtain a copy of the energy code, go to the following web address. htto://www.eneray.wsu.edu/code. Residential additions must meet minimum prescriptive energy code compliance. Applicant Name:J J( Li ty\cCvt t-i v Assessor Tax Parcel#: / /(p- Z) - Q 1 Co Project Name: Nca Contact email: v-rv‘t .ciowt Section 1 -General Information Proposed heating system: (circle one) Cadet or Radiant Heat Pump Other. Baseboard (requires fully insulated (if ove,40,000 BTU/HR heaters slab) complete-systai—ms worksheet-Section 5) Note: Testing may be required for ducted systems ,atedet a the heated area Section 2-Prescxfodve Enerav Comollancs(WSEC Table 6.1) • For options I or II:complete Glazing Schedule-Section 4 • Glazing schedule not required if choosing Option III Option A� °; �g motor Z Vauked Wa012 Wald iota Wall.e�4 S Slab 6 r U-Factor Ceding Ceiling Above Below Below Floor on %of Floor Vertical Ovetfiead Grade Grade Grade Grade R-49 or R-21 R(I I 136 0.34 050 0.20 R 38 R-38 R I0 R-30 Int TB 2. Adv. R-49 or R-21 Int.� R-10 R 30 R20 (]II 2596 032 050 0.20 R-38 R 38 Adv. R-49 or R-21 III Unlimited 0.30 050 0.20 R-38 R 38 ��� RTBI R-10 R 30 R-10 Adv. *For footnotes, please see WSEC Chapter 6. • Section 3— Enerov Credits. Chapter 9 of the WSEC requires additional energy efficiency to your project using a "credit'system. Please . select your credits from the table below. The options chosen must equal (1) one credit. The following are the most commonly used energy credit options. For a complete list, please see WSEC Table 9-1 Option Description Credit(s) 1 a High Efficiency HVAC Equipment 1: Gas, propane or oil-fired furnace or boiler 1 with minimum AFUE of 92%or Air-source heat pump with minimum HSPF of 8.5. V lb High Efficiency HVAC Equipment 2: Closed loop ground source heat pump;with 2 a minimum COP of 3.3. • High Efficiency HVAC Equipment 3: Ductless Split System Heat Pumps,Zonal 1 c Control: In home where the primary space heating system is zonal electric heating, 1 a ductless heat pump system shall be installed and provide heating to at least one zone of the housing unit. High Efficiency HVAC Distribution System':All heating and cooling system components installed inside the conditioned space. All combustion equipment must . ,-• t1krect v flt.or sealed combustion. ElectricTesiatance lieaa mar direct ;.. 1 ' comtlus�ri heating equipment with AFUE less than 80%is not permitted under this Building Erivelope: Prescriptive compliance is based on Table 6-1, i/ 3a Option III with the following modifications:Windows=U.28, Floor= R-38(or fully 0.5 « insulated slab)or component performance showing Target UA from Table 5-1 is reduced by 5%. Efficient Water Heating': Gas, propane or oil water heater with a minimum EF of / 5a 0.62 or Electric water heater with a minimum EF of.93. For either case, all 0.5 showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less. All other lavatory faucets shall be rated at 1.0 GPM or less.2 5b High Efficiency Water Heating': Gas, propane or oil water heater with a minimum 1.5 EF of 0.82 or solar water heating supplementing a minimum standard water heater. Small Dwelling Unit': Dwelling units less than 1500 square feet in floor area with 6 less than 300 square feet of openings(doors and windows).or an addition less than 1 750 square feet of area to an existing building. 7 Large Dwelling Unit': Dwelling units exceeding 5000 square feet of floor area shall -1 be assessed a deduction for purposes of complying with energy code credits. Footnotes: I. Interior Duct Placement Ducts included as Option 2 of Table 9-1 shall be placed wholly within the heated envelope of the housing unit. The placement shall be inspected and certified to receive the credits associated with this option. EXCEPTION: Ducts complying with this section may have up to 5%of the total linear feet of ducts located in the exterior cavities or buffer spaces of the dwelling. If this exception is used the ducts will be tested to the following standards: Post-construction test Leakage to outdoors shall be less than or equal to 1 CFM per 100 ft2 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system, including the manufacturers air handler enclosure. Al register boots shall be taped or otherwise sealed during the test. 2. Plumbing Fixtures Flow Ratings. Low flow plumbing fixtures(water closets and urinals)and fittings(faucets and showerheads)shall comply with the following requirements: (a)Residential bathroom lavatory sink faucets: Maximum flow rate - 3.8 Umin(1.0 gal/min)when tested in accordance with ASME A112.18.1/CSA B125.1.(b)Residential kitchen faucets: Maximum flow rate- 6.6 Umin (1.75 gal/min)when tested in accordance with ASME A112.18.1/CSA B125.1. (c)Residential showerheads: Maximum flow rate - 6.6 Umin(1.75 gaIlmin)when tested in accordance with ASME A112.18.1/CSA B125.1 Kazan County Deparmnent of Community Development Phone: (380)337-5777 614 Division Street,MS-36 Far (380)337-4925 Port Orchard,WA 98386-4682 Form Number.280113 ww'.kitsannov,convdcd/ Email Kitaapt eco.kitsap vre us Revision Data 4/192012 Page 2 of 4 Section 5-Simple Heating System Size: Climate Zone 1 Indoor Design Temperature 70 Outdoor Design Temperature 291 Design Temperature Difference(Al) AT=Indoor-Outdoor Design Temp 41 Conditioned Floor Area r 0 Conditioned Volume Glazing Copy Sum of UA from Glazing Schedule 1 I Attic U-Factor X Area = UA R-49 0.027 R-38 Advanced 0.026 I 1 RFC7"t7 D Single Rafter or Joist Vaulted Ceilings R-38 Vented U-Factor X Area = UA 0.027 MAR 2 5 2013 I 1 1 Above Grade Walls U-Factor X Area = UA JEFFEDSuN CDDN1Y DCD 1R-21 I 0.056 Floors U-Factor X Area = UA R-30 0.029 F . . I I Below Grade Walls U-Factor X Area = UA 2'Depth Walls 0.042 3.5'Depth Walls 0.041 7'Depth Walls 0.037 I I Slab Below Grade F-Factor X Length = UA 2'Depth 0.59 3.5' Depth 0.64 7' Depth 0.57 I J Slab on Grads F-Factor X Len r = UA R-10 2'perimeter 0.54 R-10 Full-Heated 0.55 I � Sum of UA Envelope Heat Load Btu/ Hour Sum of UA X AT Air Leakage Heat Load Btu/ Hour ((Volume X 0.6)X Al)X.018)) Building Deign Heat Load Btu/Hour Ai Leakage+Envelope Heat Loss Building and Duct Heat Load I 11 Btu/Hour I ducts are bcated n unconditioned space:Sum of Buidng Heat Loss X 1.15 If ducts are bcated in conditioned space:Sum of Buiding Heat Loss X 1 Maximum Heat Equipment Output 150% Btu/Hour Buidng and Duct Heat Loss X 1.50 Kitsap County Department of Community Development Phone: (360)337-5777 614 Division Street,MS-38 Fax (360)337-4925 Port Orchard,WA 98366-4682 Form Number:2601D www.kitsapaov.com/dcd/ Email:Kitsapi Oco.kitsap.wa.us Revision Date:4/19/2012 Page 4 of 4 • Section 4-Glazing Schedule Conditioned Floor Area Sum of UA for Heating System Sizing' Sum of All Glazing Areas From Below _ 1 • Glazing to Floor Area Ratio 602.7.2 Exception Ratio(not to exceed 1%)I I Exterior Doors Plan Component Door Percent Width Heiait Glazing Door Door ID Description ' Ref.'U-factor Glazed' Qt. Feet inch Feet'"ch Area Area UA One Exempt Sw ingng Door<24 Square Feet Sum of Glazing Area, Door Area, and UA (do not include exempt door) I I Area Weighted U= UA/Araa Sum of Area and UA for Heating system size only(Include exempt door) I I Vortical Glazing(Windows, Glazed doors using Exception 602.6 IM) Plan Component Glazing Width Heiart Glazing ID Description " Ref."Li-facto; Qt."Feet inch Feet Inch Area UA Sum of Area and UA I I I Area Weighted U= UA/Area Overhead Glazing Plan Component Glazing Width Hei ID Description " Ref.' U Qt."Feet inch Feet inch Area UA Sum of Area and UA I Doube Glazed Garden Windows Section 602.7.2 Exception Area Weighted U= UA/Area Plan Component Width Heil* ID ' Description Qt."Feet"a" Feet inch 1 Area UA Sum of Area X 3(This total is automatically Sum of Area I lly included In the glazing area total.) Glazing UA for Heating System Size Only=Area X 0.63 I c. ,.,,-37-7 Pc_---__...... uu nnnnn .nn2 - - YJl ray,J aA Y ■ • S Jefferson County Building Division Permit Number: BLD13-00087 Applicant: MC GINTY BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2009 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next days inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks `ji71-- Erosion Control 5/2/i4 Foundation Footing 13/� 4- Footing Drains 3 /q Foundation Stem Wall pi � '�G Underground Plumbing A Under Floor Framing ��i' �+ ���� 5r F KA r„t l 0 G Straps(hold downs) -5/2-7/; �j�^ Ext.Shear Wall Nailing Sti-7/1 Rough-in Plumbing r Framing /1 Blocking 4441111 Airseal �1(g-44' Insulation:Walls / ��) i s � ' /�� ad -5/3a/iT G 25/ z? k°© Insulation: Floors 71 5.- / PA Zy/g H/4/A) z.l,�P 2T/,�c C�K ��/ Insulation: Ceiling '21/310-t Int. Shear Wall Nailing Wallboard Nailing 7/V(4 g/" Gas Line: Interior � Ili J I„/ Gas Line: Exterior 5-1/ -/5� Propane Tank 15-1 -//5- F Heat/Chimney Clearance /j74,49. i,f 7 Heat/Chimney Clearance � Mechanical Systems 5r t— Duct Test Cert 5;1 _- Blower Airtight Test 5,1 h �;kp Smoke&CO2 , I c �F Drywell/Alt Drainage _ . 4:6 Address Posted /6-7,1‘,11. '��^ • • A final inspection will not be scheduled until all of the following are completed and signed off by the applicable Department: • Building Permit Conditions are met • Septic Permit Final/Complete for any building containing plumbing • Land Use Conditions met and signed off • Public Works Permit Final(where applicable) FINAL INSPECTION 'c--/ / FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD13-00087 1.) H- Per the revised building plot plan dated 1/27/14, the water line must cross the sewage transport line above grade, see note 3 on plan. NO buried crossing is allowed. Also see note 4 on the approved plans, (sleeve sewage transport line under concrete patio) 2.) H -THE EXISTING RESIDENCE MUST BE REMOVED FROM THE PROPERTY AND FINAL APPROVAL OF SEP13-21, BOTH REQUIRED PRIOR TO FINAL C.O. 3.) VOLUNTARY MEASURES OF COASTAL&AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 4.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 5.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the Landslide Hazard Area (top of bluff). All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. 6.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC) Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 7.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." 8.) All construction activities shall not encroach upon the Land Slide Hazard buffer. This includes the storage or preparation of materials. 9.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. 10.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. • • 11.) An Engineered Stormwater Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 12.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT WRITTEN LETTER FROM Northwestern Territories, Inc. (NTI) STATING THAT THE STORMWATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE "DRAINAGE FACILITY" PLAN DATED March 4, 2013 AS SIGNED BY Steve Luxton OF NTI. 13.) The site plan as submitted with the Building Permit application on March 19, 2013 and Revised on December 12, 2013 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated February 5, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 14.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 15.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 16.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 17.) Building setbacks from N. Bay Way are no less than 20 feet. Side setbacks are no less than 5 feet. Shoreline setback is no less than 30 feet. 18.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. \\tiripmark\riata\fnrmc\F RI f) Permit Rlrin rnt 7/R121114 • BUILDING PERMIT S Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD13-00087 Received Date: 3/19/2013 SITE ADDRESS: 110 N BAY WAY Issue Date 2/6/2014 PORT LUDLOW, 98365 Expiration Date 2/6/2015 OWNER: JEFFREY R MC GINTY PHONE: JULIE MC GINTY 19710 22ND AVE NE POULSBO WA 983708504 OAK BAY WATERFRONT TRACTS SUBDIVISION: Block: Lot: PARCEL NUMBER: 976800016 Section: 29 Township: 29 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: New Single Family Residence with attached garage TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION MAIN: 1,943 CODE EDITION: 2009 ADD'L: 1,979 HEAT TYPE: PRO OCCUPANCY: R-3 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: # OF STORIES: OTHER: CONST TYPE: 5N GARAGE: 941 SHORELINE: CONST TYPE: DECK: 935 SETBACK: 30 BANK HEIGHT: 20 SEWAGE DISPOSAL: WATER SYSTEM: 1PWELL Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $3,357.25 CJZ 03/19/13 140111 Exist: Exist: State Building Code $4.50 CJZ 03/19/13 140111 Prop: 3 Prop: 3 Potable Water Application $66.00 CJZ 03/19/13 140111 Total: 3 Total: 3 Plan Check $2,180.21 CJZ 03/19/13 140111 Permit $76.00 MEB 12/10/13 145607 Total: $5,683.96 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY - THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY -SEE ATTATCHED ITT td d d 0 °o 0 °O o O 6 r.: o N I W N V, n cA 11. J N N N 00 CA LA tr.) i"' �p �p �p Q n n W y to Oo o r trrJ n Cn 01 n c.) R" fp d o •C C. 1 ;. O O 0 0 H H H z 0 O ; 7 r © o v. © e N O Y O O '''d ti PCi tr m rC O O try Y z y a, F . 0 Po '''',-:-,' c.1,\__„\ tt tri 4 H 7 ~0 ~<s os rs a cs a 'cs "i7n3 '0 cs 0 co 0 0 �a o n7 y o C� a o h7 CD 5 x >4 m tt 17 N co 1-11 O O A 00 0 p o CM n c �^ m a aoo z z A� c ao ao 3 N N co o o C!, 7 I- N O a. N e0 CO brd s. C7 C7 C7 tO A w O c::. 0 0 -a V0 00 00 of CR c, CD Z z 'Cr, 0 c CD 0 01 0 0 0y h' h H C 2 0 -` O o p r z tJ AD t7 \� ©LA N O S' N r (-) C C) Dl" b H 0▪ 0 w; F F F F F F E O R F D q T , r..) ,..., t/ tv iia C7 b7 C7 -ro a o o cp,i w 3 m I a a H ° y bh u' C R° 0 Cc) G• ' I I O (� (� ▪ lz7 ¢ 0- ' i C aria' CD x Eron w a �, n� x ao co e. 0 0 cn :a x 0 Hrn O O v 2b � o v b -s i3LD13 07)0 E 7 NORTHWESTERN TERRITORIES, INC. 717 SOUTH PEABODY STREET,PORT ANGELES,WA 98362 Engineers Land Surveyors Geologists a Construction Inspection Materials Testing Phone(360)452-8491 E-Mail: infonti4u.com NT/ Cr c2 ,� C` i`�` C [1 October 16, 2014 .1 r , ; DEC Z 2014 i! r 2 Jeff McGinty I' 19710 Twenty-Second Avenue NE Poulsbo, WA 98370 ` COUNTY_�:?�!"T or CC rIWILI I!TYDEVELOPMENT Subject: Review of Stormwater System Installation for 110 North Bay Way, Port Ludlow, Washington 98365.Jefferson County TPN 976800016. Dear Mr. McGinty and Others Concerned, On May 13, 2014, Trent Adams, EIT, of NTI conducted a partial inspection of the installed drainage facilities. At that time, field modification of the proposed system was requested to increase the space available for vehicular turning to and from the garage. We recommended that the vegetated swale be moved to the east, along the northside of the residence. While on-site, the catch basins and downspout connections were inspected and found to be installed as designed, with a few minor revisions due to changes in final downspout locations. A follow-up inspection was performed on August 7, 2014 to inspect the constructed vegetated swale and tightline pipe outfall at the beach. The vegetated swale was constructed along the northside of the home in the location recommended by NTI. At that time, the swale had not been seeded to establish vegetation yet. The tightline pipe and outfall to the beach were partially completed, with only anchoring of the outfall pipe to the rock face of the bluff not yet completed. The building contractor was advised of the remaining work needed to complete the stormwater system installation for final approval. In late September of 2014, we received site photographs of the completed work. Based on our multiple field inspections and site photographs of the stormwater system, it is in our opinion that the facilities installed are consistent with the intent of the approved stormwater plan prepared by NTI. I am including photographs of the drainage facilities. Please feel free to contact the undersigned engineers if you have any questions or need additional assistance. NTI Engineering and Land Surveying Sincerely, OWN AfP'.0?. I % � 9 45910�Q tV S,ONAt- 0. ( , Trent Adams, EIT J `in C. Wilson, PE Geotechnical Project Manager cipal Engineer 2 1 1 E *-4-t; :, :#1:k4 ',,t, - ., , � t Py pfd" ,, :a ,'.,;q + �?"Y' '_'.=. a° 4 , : , 4; • a $,A •k - ,, •k ,,2,..-.. aw "}' Y'4,Y...`r photograph,;,_View of Downspout Connections to the Underground Tightline Piping ��.. '' ti.C ; '' `+fie w"r F,INT,.'•' �'�.:"� F1' It� �. - `�F ��Tfi .�'�\ �dk f l km `+:� � '`v i N--.., �\ i , ,. r yr * ` l,. F' I- ' - ,.., \ .„,__, ..„. ',I\ NN F.*: '* P ,)'4,- i , .00 0 4,,WIt,„t v. . - *y a gel:, ,-,* •11..17'1\1'411t4i744'N.11 -, 'It-.=--'' '' ' 1 '51w.'-i : 4 ..°1‘,,,,,4171*-,1 A'k e t •��,�/,.�1`� .- . _ ref/ j 1, -4. i y ,....:- ,otkfit,kO } "icer . Photograph 2 -View of Catch Basin with Filter Fabric for Sediment Control 3 v NI , < mad; �, s�. 7. Photograph 3'—View of Vegetated Swale Location J (i ptr r it k` t" inn , t + ���:r ,t ,�•,�w�s/ �. � �, f'"�l l ) its �A., : ':. , F " --41,':!//1�lJ�l11 j (� �4 i `, s f f � p r , /d ,, ',,,,I.,- ,,,,,ua -,: e3 _ . kt a z r ' , , _4 n `r, Photograph 4—View of Anchored Tightline Pipe Outfall 4 • t 6D.1 S -C7.-)C 7 i .`:- j fr l0 °I + %' i dA' .tom`.' 1/.'�t l e .r^11 _..- " '.,._... , -.,.. Tracy's Insulation Inc. "INSULATING YOUR COMMUNITY" P.O.Box 970 CARLSBORG,WA 98324 INSULATION CERTIFICATE THE INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT THERMAL PERFORMANCE STANDARDS(WASHINGTON , STATE ENERGY CODE)OR PER APPROVED PLANS,AT TIIE ADDRESS LOCATED BELOW. ADDRESS it Q N • r)Ct l� ,kli t4 SUB-CONTRACTOR: TRACY'S INSULATION INC. CONTRACTOR'S REG.NO. TRACYII917BT '` MANUFACTURER TIIU'Kr %ti R-VALUES :' ' EXTERIOR WALLS . t Type of material:Fiberglass OR C'�}V t `�7 f;ZA ATTIC lLvnS Type of material:Fiberglass SLOPED/VAULTEDCEILINGS �f�jl�`y IC 'C" p �'� Type of material:Fiberglass 1)11 �k V I ATTIC BLOw �j }^^ ( II Type of material:Fiberglass 11���j� 1 � � YJttC i"" 0 + Type oRmaterial:Fiberglass k 0"� I n 11 ' PIPE WRAPS Type of material:Fiberglass YES Y NO VAPOR B:%RIMIFRS CEILING NI pr WALLS t" IA- FtooRJ (11'1l1' iaf 1 Q iucsi-pr rev -7 -> > i y ,r. AUTHORIZED SIGNATURE TITLE D.�°i i. 1N3VVdC3`.`' .t .,, _ ,. ,11Nf00 NOS'J3i331 J tiOZ 0 E ddS 1 11 ,LlI , n1l JA 1 1 Duct testing Calculator (New Construction) ,�� O, t House address or lot #: 110 North Bay Way Conditioned Floor Area: 27/7 Duct tester location: Pressure tap location: Ring (if applicable): Open 1 2 3 .. " f __S'"`•°' e93 <.� 1' . � Test Tes,t Method & i;ui Sndardl 4,ir t YYAd.ler Present .06 X CFA< CFM25 ' g a O, Air 100 s f of CPA Alp plipaiter 1L t Pr er t. .04 X CFA 5 CFM25 f r to gf of Cl om RIIIIMIWIIMIOIIIIIIIIIIIIINIIIIM F a� 1 a { ; `Elf 08 X CFA< CFM25 =d# t(t. ` .06 X CFA__ CFM25 , • k. ec cio .,ti. rc E e•,c N e f 4 r e g, - r,.,.k il,, c . 113, ' kaaib 4.4111c11 f:P" )).§� '� 6 _-.. .. , x�"`t�sxs i ' "T` �.Nx "`a"x'i�� ":x. i °Ni 4?- jrrt efeli ,cl'6.1 i `l' t`t ,J b)c gf 1,- . a ::: ' "''''' — ' ' '.i' l'1..-‘h ell'.•t e r.)!P,.. 1.1>r,r- -,.1,-, k (( 1 60 CFM50 X 0.055) :-(2.7/7 i • 144))_ /07. g divided by ?9/,243 = SLA SLA= -°°°2- ,.‘.' y ` Ye 3 ngsi a s".' sWa r '.3.'+�% V:1 S h .. '...',-4.:, kyki yy ia �s1. �U��z h'�7' '�i' '"'i { Y- cC � - � b 3 9 + IE,F. 1 ,-. 1.,. 341 ♦�... E�\ 4:1'\°.F S.r.'.M..8 9f iS , itl G��APV0 1";,1 4i1.. . . C F?�. ,r4 2 -a".it'a.w4'-]E�",,, KC':1' -',14.i,�A 4. 1 .• ax. ( fi .V t x rt ";;74."!,-..% -Y a q " » , "ci .-Cdg1`^ty a 7' 5 ;. •tetie"� x ,a,''.. �"' g gte- k y�,t.' 6 fi f e P f't� f G G 1 V GP�W�` e 6 $' yy1�fY. 4Y py 4 2 .<. ' e:• $ -e yr •,. ey .r] 6 s ::- S e6 ' �, .0:1G a- ai.{ ,a r - ; 3 L r �'". c ... E: '-" as L; �. �,�'- ' ..i.,,:-' 1. .,-,g:4-:::,:3 s d .s.- v3 }^�+ t `' �:{ f s�' I'�,.t. sy.6' xsy!/�(rq�e�:l .*a3''F � A';'u y '?'. 3 e „� t f 1 $f K G y t'' F_..L 3 $ ri F,`,, r-r_ i'. .16.�A 4Ci e `AGifx1'�RIM �$y,i4", < ti e•.^. ` ?:1.,; .II ` - 1...- �. „4 r STS �a' Ci 'VA,C.'k 4 H , `� -...,-4 Y -- Z `y'. 2 f 42 •x}.G G�,s„Z F`s l'.x S.,g -' �" # wa'. ?-. ''"4 it'+3 st 'r'. �~isy L c 3 a l '� C sf �`$ o➢ s iar4 +� $ C 4t `eL s E GG 31 ° W s �. u h � °�� .t a �, V 1 F is - �n. re ,fir•.. s. R, ,,,,,12.. y„• b.: ',.it v :C G F'c,- ,'<g.:10,,i .. ,� r �s �l�L rLM a g y z- z t c� Cw a... .., "' ::. ... 1 "°" a zt3l� 'an.r. r '.. .1G `�r, Y:` E, r xa) 'Pl fi C _ ''..Z. 0.4..1%,',',.40-,.*,..' a(' Y ,; s a ".- 1'l.7 , r ' '`G. z^; Y . (�[❑ k Gt f .,� '' ask'..,'+ , f u SEP s I 3 0 201 I ) . . 8'. -. , JEFFERSON COUNTY DEPT OF COMMUNITY DEVELOPMENT JEFFERSON COUNTY --.)L\ NO. 140111 DATE 3-. «- 1 ,2 RECEIVED FRO e a _• it ,l 4 DESCRIPTION BARS# AMOUNT CURRENCY Shorel.ne, 244) 53 COIN I.1),p ix 40 S2 1 kj .CHECKS (Ago E CC 2(2 -6t Drextse 3 ,35--1,a' 2 13 -5`k Pk ✓ a , iga .a o EMSep -24/J -1(0 0 RECEIVED BY e/ TOTAL (1 41g. ). '11 • . . kl OF,Ti-1 f_.',,,:,,>r" s-/k/,&',/ CEVOIIAVa NVO-"-- i, . - . ' — .*F, . ( I ........_ _--- --,..9 m..oz,Ls.a,,, -----„..,..._ •\ \ -______-e----- \, '. \ ■‘,5, \\ i , LS\ \ ,., n . -- , , N 2e.5 I'.2 OV . , 13 kc ijl < 0, ik, \ AA \ 7 o c-1 )) -_-_1T-2. \-,_■ To •-_- ,.-7 0 ill ,-7,. ) 6"-- ., ,,i rj ,N .- -17.., 7•>.u.e. -,- Tli.L , A 5 J... _ 1 - , . ,, _ 11c7', q 7. 3;,..t) r- :iv? 7-.1jf ,•3,(11 rn r T. nc () ; . i -I rt kJ li■ k 6 1" (1 -LI-s / ril ti u - •■ 0 7- In A r z-C) .6- n-,c Q r'■ „ , )1 "L: )3 )1. I I 0 C -..—— .p, / 1 ..< w ,. 1 .r, ..q.t\l] 'if ! .,... 1:.: 1 < _I-N.,. cn, ..,, ci) tjp..I• ' _,.'...,,Os ,. It 1 \ d ! ,......4.-- c\S1 4.. E gl 3' - f .). i 17•0,i- N lq .4,1 ,,, • :15 tu J‘ 0._ :<„, k)1 iit '. ' • VI, >G, .,,,T i, ,-•,,:r_E TI 11 -II 17 — i %'' it 1 ./ , k-3'71 \ ...; ^ t: o o ,) kp•-- ..- - 1 .p .e LI ci"! D . ):F :; ni _;;;,..,<, ..xc g A3,:z. Li fit:ii >1 \ ' itt 41 , I --■ ) - - ‘ 1. 1 \ : 41:•!: :.t.0# / ,., , -I ; :,,,00. 1 e-___ 1 0 ,1..g) .. 3 i k ,.:.1 (.1\ 1,,, ,.., :w :,., ■ 6, ict-,,, I,1-1 m • , s:, .---/ ■11 1 N. _ I * -,-$4 ' , • , T - _ 1 Y Ti --. \J \•1 ' ‘ I _.....t ,_ , ., • F T. , 11 i '' - -\---- 7— c)...‹. 0 1-1,1.1 Jo-il ^ I 1 i I __ 3 AZ.5 025: .0 I / -) I - - .- • I ni 3 -V7 .(1 ':) • .. 3c,-, 3,-_1 1 1 . '$ .P- ,c -,) 1 I 1 .A.viAAVEI HI •N--- i) 13 1 i I • ,- ,‘''- , . m oi.ts‘oz P: .26 Li ...\'‘, • . ' • L ■ .. . •-• 1.::,,___.-.1-----1- - -- '. -II-11 i ‘.,_ 0._, ,Z - 4 I , , ' , _ - . 711r a' ,"Ii --, ,' N , 6 i") i . , ° 4' , ,, L I\s) i \ •. '. ---.,, , ,,,'• : ,,iii , ;D3 ., , 0 .1 / . 2 1 : ,'9---) ' - i ' ----,...::. , ,.) ›- $ I / 1 , , , IQ , iii ' 1 '.- v‘, .,7, --d •, ,' ,, .,-„..,, T. 1 / I I .,. ,.P 0 -1,. 1 i r,, i '- •' ' • - - .i • -•,7, ') I r ,../_.._ ,Alc..111- 77_. C. : ..„._____, / ...., ! } , m ,, . '--- ---7 _---,' '<-.).•:.)'•:>/:' ' - . .1 • --- — 501 I,--.. • ', ' .',. • I I / l',/ • I I - 1 r' .... • 0. :11 7 IVI-L‘ I. • .-_____ . I . .. . , y ' . I tc„.../. 1 . v I cli r ' 1 -- ..`..; it,'■:_„5; \T P I IL. : .:.L-_--== :..-_-:-r:-.) 411_ ' 1---- 1::,t., %S:..--1.._-'''I''':...:---. 1.1 ...-- -- <Ni ' I I I I 9'--- — c- IT, • T , I kr.ig n 1 Fro : r I ,11 \ . I \, -7. rt, ..n , I '''' • _,,,- -------------- ' '-----' '''-- - ill...< —t I IS' A ---■--1:,,--"'''''---------''''''-----Lfs"..'-'\_::'.—.'-i: _.--O---------------- PI ^).. I 1 (' I Ti • ' r 0 - k. ii 11 it. I y/ ' ''''.',•;?;:" - _,. S.I'YZ.d - \ . g' 1 .k T - u, -13 / - 7T- g i I 'o- T f., AVG>N1(3 I ,',-• 141f ,,, . ! .5, t:j .... __ IR 7 T 63 , <-4 . ' z ro T* 11 , , > -,it -3 ri L-•( 1 r ..„.___D,,, ci.-4 ›- ; `;....T, :..' - ,-.)• ' , \• t41., --n 7'1'1 - ap I . No ,,,L, Lii-4-a .__. I---- -- -if- — — ,r, I IN, - \::- • i I ' ■, as VI tit qt/0.1 4, . .. t4.' . k tX'' 4i's . - r"14-1 K7,2,,,, 1:.,,“.,;,1 CD a ,, toj\ c. 9 n o 6- cn 0 t) ..,.. - r I a): .4j\3 -:' () „N -u Y-, f) 0 •il ..„... 1111 0 1 0`) .o's (,'" _.1 'IC : ...i*;' iv, 5 L-4< •'q. T, (.. . .. 7,- r ._-, - _. .... .. , E i."-,1,' , .,-, u.„ . ' ____ - . ...._ ..__ , . -- 0 i-icon , ihr-N. ---. --.... lizro.,.7.............._,■■••- c:-. '--:7''T ip _ ,,,,..,. ___.2i........._ Lt!37 BUILDER STATEMENT J iijp The signer of this statement does hereby certify that they are the Owners of the parcel referenced her ` r /, --- they will be as uminr the responsibiity of the Genet',I Contr ctor for the proposed project. / // (� C Signature: 1- / �G �'C Date: //, /, �. GENERAL ONTRACTOf OR MANUFACTURED HOME INSTALLER: PHONE: ( ) /� MAILING ADDRESS: EMAIL: / / , CONTRACTOR WAINS 6, 257 ...S LICENSE / NUMBER: NUMBER le ARCHITECT/ENGINEER: PHONE ( � � /� II MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: SP /O/ 4r1 crew ,7.1.-/ood Existing: C Addition ❑ Steel Proposed: ' Bank C. Community System C Alteration/Remodel ❑ Concrete Total: _ Height: f 'aividual System Repair LI Masonry — , 0 SEP Permit# .5£17)3 Demolition C Other: Bedrooms: Water Supply: Existing: Setback: C Private well C Two Party Type of Heat: Proposed: .3 ❑ Public Total: 4 3 Name of System: • If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants, employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No • If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: , U i Underground Tank Above ground Tank Size of Propane Tank: t o�Ocia-t i Heat Stove 14Cook Stove 1 Woodstove Fireplace Insert Hot Water Tank i Pellet Stove 1 Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated /74/3 , tJ.z r 4 EH Bid App Review: d a — 2"�Floor Heated 19 7y y ao� 3�4 Consistency Review: aa� D o Other Heated / Base fee: 33 i ,a —Mezzanine Additional-Se-Mon: e,_\..rte.ExP • 5 3a, Heated Basement Plan Check fee: a W a Unheated Basement State Surcharge fee: ` 50 Other Unheated Pot Water Review fee: O o 0 Garage/Carport 53 �1° SUBTOTAL lC �✓ ak .4Sc. Decks G. g) 911/Rd Approach fee: Other TOTAL: $ 400-7(e3 Receipt Number: Cash/Check Number: ESTIMATED COST(REQUIRED) Date: •Fair market value of all labor and materials foundation to finish I J .2 5— 2 Sr-9 Initials: _...1 • /• Garaj e -SQ/c . .85/. .85/• s" 7 5'/ se/f/- • • • To p P/o a r / 9L/3 /3 0/Sp f t �"� • t7QsemQri /22 72 se (/-- /o /se, , / F72 j I gs o i Z)b • G Ce r-a / �/ S C't x ��s 2C'f 7-5; tj • Dec`. P / 2 ood • • 53 7) 770 • • 5.23-j 7 2. C= • lil?ou e $ 3 7.) 7 7 o • c./ !2, no t- /2 k • AdvE, ) • • • • - • • • • • • • • • • • • • • • • • • � m // j w m / m v [� CO D is r z 0 .per I I NN 3 ^ m 33 Cr a m Z p _. _ o 13 ii� --1 o , p R-c � ^ o a / ////� . o v/ s m ■ ■ 2 ■ D N Om CDD v, u H cm Xs S /"......-.----j X o M Xs X 7.7...........-.v------.-.--..----------) X XX S J �i $ Sp. !: ' • m s. ■ Yyy t^ / • 8er o / ‘• 15'1 \ / , XX I e p0\ / `09 1•1/ -- 111 o,. / .l, , - 1 9605\ ` 3 a .li I ° `\T1,' � 1 �` I Well Setback 1 t ts / I 1 1100 I \ ''/''' / - 100 Well Setback° x I , '' '.2-.1t) . / / r f mlz C \` � \ <N Q Se1 g.-L. I1 .•We k Setb ack k /'I Nra g / .' a Oz � ° // Z' m D fO N S Z v�_ • -O — 1 \ /Z Z Xk A m S 1 - \ /pp pp D 4 1 . j W O W z ` r'T 01 >. ,z cn -. -n m . 3 n N T y d P ' 11 ` `+ - --- ' O m m 2 D o m =—w < ik , ° /o . I Z O "I I /I O Z S R° d Z o I // i4»' m A ' / I if,L.) n m m c °r r w- /m m .< .k 0 c "w d _ m 81 <° mw • / °'' O O do z m F o a / ';a d Eo ot:02 a0 a. 3 o` v. F °i o a n / CO • • , / .._/ • S, I •,1,, i / . ':.. „ . , ` -- ;° �' O Flo ` Ic w o 'S' S- %*iiii s'- \ N X N N n / n ,=,.m o Cr)D / o / 66S ^ s c=n� 0•• s r• _ 0 II 01, 2,:_--- ' O u�i A m r 1J`, n oo 0,7 a c w c /° �. • �4 1 100'Well Setback , ` I ' t �o I 100'Well Setback , o • _'a • x 0 g � m O -A A O r 9 Aa i C Kf o A . . . .. 2 r� �4 9 V) >o m ado 9 z p CL Ao:,' ° ,F` 9i 0 °a • mz o p z x ---- - ,H X\ O n` W= A n o ! a o' � ms's' i , 50'Well Setback 4 �� 'n ^ /d / dz u / ; ')z / p jay - D n x N Z 50'Well Setback ,� L' w • m Z Z 1 O O m fa /� e • + ° / O tk m mm P 1, // - � / - z 5 z io m m 3 o A /// r �� • /o v p / N�r NJ; ` / ` x ° m T 'm w 0'p 6 ■ o z ? b QO z N / c i _ • m m�Ai / ■ w mo I- r N- /D ` 12* r- c m M __ J --------- - - ---- - / x w d _ E o 3 m / / c (� °mP / �V ET / / // / 3 3 3 Q� CO r. .. p O v N M I- ".. S G) Tim O C)0o D o a) �• v m v -1 -•� = � CD � � 0 m m m mzODD \ _ mnoio? o � � 3 d c c ? c 0 co o o H. 0 fl+. � r' a0 `< r+ ••- 5 °; O /� 'rt. < < a= < -, 1 « o m d « a' m v (7 n Q 3 ° °- w Q 7 v n �° v l J cQ m n n T n n m o m e n o o �* q o CO r+ m r+ 11 c) o_ m 3 0 � 6d (/) (-) ° ; °' �O � o °-' 3 3 O m 3 SO v o C. m C nv r al LO -s CD 0 c> co ci a6 y n m o N O ~ s m m m 3Vii O m �' < N H CL o v _ ^ CD y n.) a) ,• 7 5 ci o' O n ti g) n d 00 n O 5. m Q U O N z l ) co co m a iII 0 lD -o 0 d 5 0 m ° °-' '+ +. 3 ° V3 3 w o' N S a O W O 3 0 °' =a 3, Z (D 7 ..o v a o 7 O 5' C O v (°1 3 r �"� O C) N N -o 0' 3 v 22 fn p O O S C7 v O O W (D ( n 7 3 N C W N m CD _. y 3 ,r CD v 3 3 C Vt 01 N 01 N O FD- �. N O n 01 -..4 '0 0 cs O O N 3 V v°-O r+ , * S C < v CD CA D) CD C m O m 7 n o 0 p C D o co CD O o 0 �S n � -0 0 (1)N •-,. (D N = N O rr p O n tTlQ S O� y o v v , p T Q 0 O (Q (.6' 7 C.') v -0 3 N 12" 1 Will 0 IE I I I s'h_1. ■ ° 0 c II ^` III y O D I �r� 11e1 p "0• (Lela N D C) X N .-Z w m o xt r„ m to r,a /�' _ < a m m 3 I IIi•�111 . 3 on 11, r1. (D A D N -. T m Q N lj•1...��.. Ifs �I� rim z D o O m W- m< �Votir1 1'O/1 Z o < 7 811 I614WI V1 o_ z m- o R' Z a rn 'VOW ��( (D 1 W Al -0 w m c a a m_ 11�:1''I VII [TI 1 n r" i1,W�1 1 '1 m ' m m o w CI II1j(Uj Ij1 -i -c Co Z a * O m• 10 oLi Lila N. I- Z o N o _ m v y v 7 y y N 0 r+0 O '* _ (D N D N N N N -, v N c r < , v D-a.2] - - - - � C c O 7 v v v v oD x -3o m -o a) '*. CD v < < < < - m r, z " O 7 CU m O m N. 07 n C) C) n S o _ X 7 0 co 'D co O O O d N 7 S (D CO �. O _ 7C 3 1)1 0 c N 7 i. a' = . _ Q 3 Ts 3 0 N N N 3 F _0_ .� MIL -I (n S o n 74 a) v.. . ._ ,0 ..., C.0 CD 5 0 kiiiiiium. —cs I - i ; c I 7 co e �� r0+ N o v ° 0 � SD = C v r0+ v c m vN CD CL) � ° �� < - W pip co d " o i - o y o 0 N N 3 -{ -^ m m -1 00 -0 ZOOHOC pv70 -0 -17,1 -1777K3 -11- -0 m - -- p C•) D 0 > (/) (c N m - -. m Q C c O 3. O 0 .< c CD C el 3 F. D) 'C? c> 5• O c) C 0 N N - Q C N = C CD 3< rF � 3` N a 3 3 3 7 7 N N fD X N ert O 0 O N. Q N H _c O N v N Cl N Cl °� O N v "6 n ut (n (n . 3 N ur (° H. v '..f r T .-P X CD 'p CD (D 3 3 c -0 'O 'a v v w M. c -0 O v O -, 'O o 3 -Q • . • 3 0 o u1 -, o O , V(Q o w v o 0 o 7 (1) 7 3 3 rr, .. C/1 W \ a � Q o v N rt n fD cm P. > r m= .-. S 3 3 2 o. -+ o v (D O r r r m v m r _, N f a a n m iv 3 7 0 u, O N 5 v v 0 CD CD N 3 0 v ,rt a - 3 3 3 H - p 1) . v N m 3 0 T. z 0 N .- D 11 aD N O 3 (Q C) N m °-.G m m m .< cQ F. -• 7 (Q_ r+ O N J n v rr -h v x m O O. O + n• a m •G N 'oa ~ 3 p -0_0 co � m� m 3 °� CD O_ O m w 3 v m m -% O t N 5 N -6 CD rr• 2 C 3 'O f; r r -' 3 Cr X (Q T N o. a, Do m CD CO O 7 m (° •• m CO 3 m Q O s ° D w o O O Iv a v V1 + C Q fD X 1) 3 0- 3 (� S(° Q N 3 OJ 2, N o O 1-1•. CD N N (° �. .. S S Q it \ n v j 7 O-n (° 0 CIOm II O O 'DJ S O• NO • o O N °_ j . v• v 5 5 v v O o� 3 X o v * f co co -1 > 01 Q N CA .. 0 3 iv n o < = - Q co et N � N - V1 - - N G1 N V Cr) N (n - N W N eY 0 N m m 1) c N CD CO 13 i t = V7 N N O QO (N!7 - = O 2 2 = O O OO d1 O '7+ 0 C) O v A A '0 0 ..-P 0 • 7 3 -O- -' 0 m r 3 n c) 0 N O -*Ol 0 U) 7 2 �q2N o/ I co I AN-14 447'1: 0 m O v W D I • o9 N -0 T N n -1 n m N W N a c m o x. m c o 0 3 m '3 m o 3 y c m v o v ,.• m �' I 0 m o m 2 fnn ND O •• D CD II` N N C 0 O m r 00 A O ' w A O N I— o r A y N Hd n Yf _____________________„„,71; . w 2 6i, 1 O� A W 6 ' \ y O' O Air r A x V O O s II N N_ II a m ■ T'° ■ K d_ ■ -N O O o Dvo V 31 O O 0o n or, 3 r J S.d o T W`C o N N N O d 0 n 1 N D n x cn o Z m Z II O O - m ` w 0, o ;t m m a3^,o 75 < z 3 3 w c-, . v\5s_\_s..A, z n O m 7 3 C1 - 1 N o m -T y N to C O 9` Z D o O m m m o°0 ` z N s o • c .LS." o z off'�S%� `O w m `< Q„ C y p T ,. D d 1p m n_y x fl m o 6O 2 W *w d ��� � z v m n o'° m W O) Z O q O i" D cn{O ;1 "-s -1 s 1411111W: .. 0 GQ N K 3 6^ N n .. 0 0 -0 (n X m m \ �, o rnrnp o v S n D my N m � � CO "0 c o � rt cn3 3 * 3 m m � � s cc° 3 ^co,CO N � m Ovm nnao al" W �. 0. ° 0 3m rt v CO , CL 0033 o S rt fD -o - 1.-I c) o_ m 3 0- v Nnm 3 Lo o - o CD m 3 O m 3 v 0 f*. ti c v r m tl v °' J m m a-o a y (o, o m o cn O m m s _ o N m 76 9" Or Si f+' < N I I O o r .. rt r v °_ v CD n • (D v m .A e, 3 S Z v < CD ^■CD (Cp N 7 p, p O Q (n - (7 rt - O 7 0- 61 O 3 rt rr l J m m II co , o Z o 0- m m m c °-' O < cD co to p, O y m v v v r+ 1. 'O '-' v O O N 'O rt w - v 3'7 p N j' O O 0 0 co 3 fl; r A O '", Q 0 n 73 A (D r7r p 'a rr c S (D CD rt O et A < N d N (l j, 0 5 0 3 (') y co 0 -. w lD o a N , 3 3 0 (D f w N m CD v .-. j • 0 ° C U- Dr N r O) ..� 0 O `. in O� f7 �' v X• -' N A 0 0 rt p 3 r. - O (f, c) G) G) Cr v N O ' 3 f A c * rt 3 0 Q a> O 0 O m p ° m w 1-I`i' 00 Q 0 0 3 °-' rxr -0 p V/ CD S 3' N - (D v "6 - (� rt 0 a C) rt rrl (D _ Q N -I z O. Cr 0 0 tll co 0 I..�i ol O Q o O (Q O. 11 M D) -0 0 12 N __ CL) o 0 0 0 _ .fit-, � ..***- m D D x o p III ;aYt!1411l o Ca 0 W 0 tk 3 m ccOO c'' a 111iIle, 1_....._..._ , v s A. • Z n co f„ =3 o f1 / a �^ ° m ,T, m w c"o I 1/14 r` ' rr z z o co m ;v� w A 'b00< , N o z .- o R. (gz a v, I1Ii04' CD w r m err y p� T RI: 111 lie, a `< 3 = y 111 i...41,ph n I 000 et o °° z � g p a• / •�N so -I 7 4 ° 8 I I '•411� c 0 3 m m P1 ry�1 a a w s-• 0_ Or N• - I'VE 3 ''''e m r Q i aT o O 0 CO CS) VI .Ni.J.. 3 -+ N C r rt - >-6_0 N N N N . C W 0 X -3 a a) -°o v N m f < < < < --0 v - o 0 T O_ (D W n n n C7 S N 7 ° (D 'y. v W o x O i v m m- p J v J �X 3 O C p j j - O N o a 3 0 N N -o v p n ...3 ° 0 o co < 3 MI 0 -1 N s o �- f+ co v m co rt c CO CD 3 CD lIn/1 a C co 3 N c I N� cn X1.111 S v . Lir' ��_ rp N Q ,c, �_ C •. c''» I r-F idl'1 06 n ODD m ' C _ d co (� - co 1--• .. rt ii - -- _ n v m 3H -c m -Io0 -0 Z00 -I00 CO m -0 HHHri w m KMH r - m - - 0 0 - 0 > c C N _ D) C 0NN C) -' < O _,s ue m =; rt = O > N 3 m N N N. rt O co X = rt r+ O O O e) N f'7 7 (7 D) (7 3 3 CD 0 D? 0 (/1 CO 3 Q 7 7 3 -, (D -, v CD 3 0 . 7 N a In cA - Iy Q D N N N 3 (p r-'F C) r+ �..' r- p 0 x m -0 < CD m 7• 3 c "0 -o 0 0 d v v 3 Cr '' -6 v v o CD j m v � � O Ui , O C O � v cQ = v - o O o 7 v I 3 B N w 6 m fD ct, O m N v co r v 3 3 2 0 -+ m 0 CD O r r r m 'D m m m v 3 N a o- Q ,=',- - m d 3 v cn II y J n v 00 rD c^ O O a r+ Q m m m m v 7 (Q v 3 o y Z cp N 0 `G K O N - n r* -n OV N •• 00 -I- �, c m e-r 0 o m 3 G�N N o r -I-O (•• v m a -o' .y; r' x 3 ,' m 0 < O' O Nc CA , (° m 0 DJ O : 7 m s " a>= co H m Q . p , n 0 0 csa u, + c co m x Q 5' .. s m , z(Q = N 3 a c v CD 0 0 rr•CD j N p M *k �G O .. 7 S !Z II \ 0. v V, m Q(0 (O Q O = II () a - NO -, Qp v v = co II N O O -0 rt 3 O 01 °O O N O - _ a N .. fl) O(O 3 X O co * * Co -,(/( n () () (� N , m (N n + � N v -0 3 co n Q < Q 0 co 0D i - N o 0 < N (D (D Cn cri g N -. N - u, A •� N N N V V) N U, -, N w N r-r p - v n N N CO c c 7 N N c O CO (Ni, C17 - = 0 3 3 0 - O - O 0 _, Cu r)-0 73 FC O n O 0 CD C) r co = as 5 O rt0 • m 3 �+ 00 o m 0o • m o ;, rt -p o N r7 3 rt rt. p cn O N Tft --Pfr l9 *11. STATE OF WASHINGTON t t+ County of Jefferson 1r In the Matter of Adopting and Implementing the 2009 Versions of ) the International Building Codes Pursuant ) to the Rules of the Washington State ) 12-1203-12 Building Code Council ) Ordinance No. WHEREAS, the State of Washington establishes the State Building Code as set forth in RCW 19.27.031, and; WHEREAS, the Washington State Building Code Council through rulemaking in the year 2009 set a date of July 1, 2010 for the implementation of select International Codes published by the International Code Council, Inc. and other construction codes by reference, and; WHEREAS, the current edition of building codes adopted by Jefferson County and codified at JCC 15.05 is the Uniform Building Code of 1997, and; WHEREAS, the current edition of building codes adopted by the State of Washington is the 2009 International Building Code; codified at WAC 51-50; and WHEREAS, pursuant to WAC 197-11-800 (20), the adoption of building codes consistent with RCW 19.27 by local governments such as Jefferson County is exempt from review pursuant to the State Environmental Policy Act; and WHEREAS, pursuant to JCC 18.45.090, changes to the text of the County's implementing regulations that are consistent with the comprehensive plan may be done at any time; and, WHEREAS, the Board intends to amend the Jefferson County Code in order to adopt by reference the State Building Codes for the health, safety and welfare of the citizens and pursuant to the general `police' power granted to it by the Washington State Constitution, including certain exclusions and exceptions as set out by the Washington State Code Council or as established by local option; NOW, THEREFORE, the Board of County Commissioners for Jefferson County, Washington, in regular session assembled, does hereby ordain as follows: Section One: Pursuant to the County's authority conferred by RCW 19.27, the Board of County Commissioners hereby repeals Jefferson County Code ("JCC") Section 15.05.030 (1), (2), (3), (4), (5)and (6) in their entirety and replaces it with the following text: #14. Minor construction and alteration activities to Group R, Division 3 and Group U, Division 1 Occupancies, as determined by the building official, which the total valuation, as determined in Section 107.2 or as documented by the applicant to the satisfaction of the building official, does not exceed one thousand five hundred ($1,500)dollars in any twelve-month period. #15. Buildings or structures erected exclusively for the storage of livestock, feed, and/or farm implements, providing said structures are: free standing, unless attached to another agricultural building; do not contain plumbing, except as necessary to maintain farm animals; do not contain a heat source, such as a woodstove or electric heat, unless specifically permitted. Section Three: Pursuant to the County's authority conferred by RCW 19.27, the Board of County Commissioners hereby adds to the Jefferson County Code ("JCC")Section 15.05.060, the following text of new sections (3)and (4): 15.05.060 Building permits—Department of community development. 3)Time limitation for applications. An application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been pursued in good faith or a permit has been issued; except that the building official is authorized to grant one or more extensions of time for additional periods not exceeding 90 days each. The total time period of such extensions shall not exceed 180 days, provided that additional time extensions may be granted by the building official based on justifiable cause and written request of the applicant. (4) Expiration. Every permit issued is valid for a period of one (1)year from the date of issuance. The building official is authorized to grant, in writing, one or more extensions of time, for periods of up to one (1) year each. The total time period for such extensions shall not exceed four(4)calendar years in addition to the original one year term of the permit. No permit shall be issued without payment of all fees due. Each extension shall be requested in writing and the applicant shall demonstrate justifiable cause for the extension(s). Any building permit that is otherwise valid upon the effective date of this ordinance which has less than one year remaining on its last lawful extension of validity (as established by this section)will be eligible for one additional extension not to exceed one year. Any building permit that is otherwise valid upon the effective date of this ordinance which has more than one year remaining on the extension(s)that can be lawfully requested with respect to that permit shall be entitled to not more than four more extensions of one year, but in no event shall any of the four extensions that may be granted with respect to such a permit in accordance with this provision make said permit valid past December 31, 2016. Additional time extensions of one year each beyond those authorized by this section may be granted by the building official based on written request of the applicant indicating justifiable cause or hardship. 15.05.030 Adoption of national and state codes by reference. The following codes, regulations, and statutes are hereby adopted by reference in their current form, or as hereafter may be amended, subject to the modifications and/or amendments set forth herein below: (1) Chapter 51-50 WAC— International Building Code. The 2009 Edition of the International Building Code as published by the International Conference of Building Officials is hereby adopted by reference with the additions, deletions, and exceptions noted in the Washington Administrative Code; (2) Chapter 51-52 WAC— International Mechanical Code. The 2009 Edition of the International Mechanical Code as published by the International Conference of Building Officials is hereby adopted by reference with the exceptions noted in the Washington Administrative Code; (3) Chapter 51-54 WAC— International Fire Code .The 2009 Edition of the International Fire Code as published by the International Fire Code Institute is hereby adopted by reference with the additions, deletions, and exceptions noted in the Washington Administrative Code; (4) Chapter 51-56 WAC—Uniform Plumbing Code and Uniform Plumbing Code Standards. The 2009 Edition of the Uniform Plumbing Code, published by the International Association of Plumbing and Mechanical Officials, is hereby adopted by reference with the additions, deletions, and exceptions noted in the Washington Administrative Code; (5) Chapter 51-51 WAC— International Residential Code. The 2009 edition of the International Residential Code as published by the International Code Council is hereby adopted by reference with the exceptions noted in the Washington Administrative Code, provided that Appendices R and S are not adopted; (6)Chapter 51-11 WAC—Washington State Energy Code and Amendments. The Washington State Energy Code and Amendments, adopted by the Washington State Building Code Council, are hereby adopted by reference with the exceptions noted in this chapter of the Washington Administrative Code; Section Two: Pursuant to the County's authority conferred by RCW 19.27, the Board of County Commissioners hereby repeals Jefferson County Code ("JCC") Section 15.05.040 in its entirety and replaces it with the following text: 15.05.040 International Building Code amendments and clarifications. (1)Chapter 1, Permits and Inspections, Section 105.2,Work Exempt from Permit, is amended to include the following exemptions, which read as follows: Section Four: All other sections, tables and language of the Jefferson County Code are not altered or amended in any manner by this Ordinance. Section Five: Severability: In the event any one or more of the provisions of this ordinance shall for any reason be held to be invalid, such invalidity shall not affect or invalidate any other provisions of this ordinance, but this ordinance shall be construed and enforced as if such invalid provision had not been contained therein; PROVIDED, that any provision which shall for any reason be held to be invalid by reason of its extent shall be deemed to be in effect to the extent permitted by law. Section Six: This ordinance shall be in full force and effect at 5:00 pm on the date of its enactment by the Jefferson County Board of County Commissioners. Approved this, --) day of-h4( ,n L, 2012. I C.7�,; JEFFERSON COUNTY -•:--°:^ 4/, BOARD OF -:..Kt '0, CO ' IS rS NERS i '„ Joh 'fir • n, h.-it AflE T `_! -- � . . Phil Joh n, -ib=• (.7. - "74_ _( , , i , / / Erin _ Erin Lundgren, Davi Sullivan, Member Clerk of the Board 1 2.. /Z_DIc . PROVED S TO FOR : J� fit, ( t �.., ,} - David Alvarez — Deputy Prosecuting Attorney Jeff McGinty From: McGinty, Jeffrey R CIV NAVSEA KPWA[jeffrey.mcginty@navy.milj Sent: Tuesday, March 05, 2013 7:20 PM To: Jeff-Julie @comcast.net Subject: Fw: Shoreline Setback Verfication Attachments: Ord No. 12-1203-12 (2009 IBC).pdf Original Message From: McGinty, Jeffrey R CIV NAVSEA KPWA Sent: Tuesday, March 05, 2013 07:16 PM To: 'jmcginty @cityofpoulsbo.com' <jmcginty@cityofpoulsbo.com> Subject: Fw: Shoreline Setback Verfication Original Message From: Stacie Hoskins [mailto:shoskins @co.jefferson.wa.us] Sent: Tuesday, March 05, 2013 05:11 PM To: McGinty, Jeffrey R CIV NAVSEA KPWA Cc: Michelle Farfan <mfarfan @co.jefferson.wa.us> Subject: RE: Shoreline Setback Verfication Hi, Jeff, Thanks for sending the permit approval. You have two viable options that I can see. 1. One option is to submit a SPAAD revision that shows the extent of the proposed deck in that 30 foot setback. A revision does yield the same expiration date, so time is of the utmost importance. You can contact Michelle Farfan to schedule an appointment to submit and review the SPAAD revision. You will need to pay for our time for review. I've copied Michelle Farfan with this message so you may coordinate with her directly. 2. The other option is to redesign your project and keep all proposed structures including the deck in the building envelope - minimum 30 feet from Ordinary High Water Mark. All building structures need to be in the building envelope on the approved site plan to use the vesting of your existing SPAAD approval. The SPAAD vesting is still limited to the end of this month. I understand the logic of the email string below, but case law has confirmed that permit approvals are vested for the proposal (the site plan as submitted) not the full code possibilities. Since nothing on the site plan states a deck is proposed in the setback, all of the structure will need to be in the building envelope or meet today's regulations. 3. I won't go into option 3 that involves submitting after March 31, 2013 and not using the SPAAD approval. I can see you understand the benefit of proceeding now. Please note that we have had an update to our building code regulations that affects how long a building permit can be extended. Code Publishing hasn't updated the web version yet, but I've attached the ordinance to this message. See JCC 15.05.060(4) on page 3 of the ordinance for information on building permit expiration. I hope this provides you with enough information to proceed. Please let me know if you need anything else. 1 Best regards, Stacie L. Hoskins Planning Manager, Jefferson County Department of Community Development 621 Sheridan Street * Port Townsend, WA 98368 Phone 360-379-4463 * Fax 360-379-4451 shoskins @co.jefferson.wa.us Jefferson County DCD Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. All e-mail sent to this address will be received by the Jefferson County e-mail system and may be subject to Public Disclosure under Chapter 42.56 RCW P SAVE PAPER - Please do not print this e-mail unless absolutely necessary Original Message From: McGinty, Jeffrey R CIV NAVSEA KPWA [mailto:jeffrey.mcginty @navy.mil] Sent: Tuesday, March 05, 2013 3:24 PM To: Stacie Hoskins Subject: FW: Shoreline Setback Verfication Hi Stacie, The absolute correct answer to the below question is critical in determining how much rework I need to do before application submission. The house drawings now show the deck stair is the 30ft setback. To meet the setback I will need to have the architect move the house back. Only want to pay him to do it if required. Can you help? Thanks much, Jeff Original Message From: Trent Adams [mailto:trent @nti4u.com] Sent: Tuesday, March 05, 2013 3:07 PM To: 'Shannon Glass' Cc: McGinty, Jeffrey R CIV NAVSEA KPWA; 'Jeff McGinty' Subject: RE: Shoreline Setback Verfication Hi Shannon, Thank you for the response. We are indeed aware of the approved SPAAD and its upcoming expiration. We've been working diligently to have all the necessary reports completed for our client before the deadline. A question regarding the Applicable Setback for the deck and stairs came up recently. I noted the section of code that you mentioned below and its use of the words "Appurtenant Structures" and "Applicable Setback". 2 I also noted section (4)(j) that states: The standard setback for residential structures, including common appurtenant structures such as garages and workshops, shall be 30 feet or one foot for each foot of bank height, whichever is greater. This setback shall be measured from the bank's edge when the bank's height exceeds 10 feet. When the bank's height is less than 10 feet, the setback shall be measured from the ordinary high water mark. The setback shall not exceed 100 feet. The "Standard Setback" seems to apply to "common appurtenant structures" and makes no mention of decks or stairs. This was where it got difficult to interpret what the applicable setback was. I noted that in section (4)(j)(ii) for exemptions to the standard: All setbacks shall be measured from the waterward most edge of the structure, excluding decks, eaves, etc. Deviations from this standard shall be reviewed on an individual basis. Our client is proposing a 30 foot setback measured from the banks edge to the waterward edge of a new deck, with a new residence landward of the deck. The architect plan shows stairs adjacent to the deck, providing a 26 foot setback. The county code seems to imply the deck does not need to meet the 30 foot standard, but made no mention of how it applies to "stairs". This is why I felt we needed to ask what the applicable setback is for stairs since the code seems to get into a gray area on this topic. Are you certain that the stairs also need to meet the 30 foot setback? If so, I will let our client know so that they can have the architect plan updated. Thanks, Trent 3 From: Shannon Glass [mailto:sglass@co.jefferson.wa.us] Sent: Tuesday, March 05, 2013 2:18 PM To: Trent Adams Subject: RE: Shoreline Setback Verfication Hi Trent, Thanks for your message. I located information in the County code 18.25.410(4)(b) that should answer your question about locating a deck or stairway: "Appurtenant structures such as decks, sheds, and stairways shall be located behind the ordinary high water mark as far as practical and shall meet applicable setbacks." In other words, a deck or stairs will need to meet required setback standards. Are you aware that there is an approved SPAAD <http://www.co.jefferson.wa.us/commdevelopment/ppquery/caseDetails.asp?csm_caseno=ZON07- 00087&case_type=ZON> (Site Plan Approval Advance Determination) on parcel # 976800016? It expires March 31, so its cutting it close for applying for a building permit under the SPAAD. Let me know if you need anything else. Regards, Shannon Shannon Glass, ASLA Assistant Planner Jefferson County Department of Community Development 621 Sheridan St 1 Port Townsend, WA 98368 360.379.4454 cid:image002.png@01CBC395.C890FE40 From: Trent Adams [mailto:trent @nti4u.com] Sent: Tuesday, March 05, 2013 9:14 AM To: Shannon Glass 4 Subject: Shoreline Setback Verfication Hello Shannon, I was just wondering if you had found an answer regarding the shoreline setback requirements that we spoke about yesterday. Please give me a call at 350.452.8491or send an email when you've found an answer. Thanks for your help, Trent Adams E.I.T NORTHWESTERN TERRITORIES, INC. 717 South Peabody Street Port Angeles, WA 98362 Office: 360-452-8491 Email: trent@nti4u.com NOTICE: This email and any attachments contains confidential, proprietary or privileged information intended for the addressees only. This information is copyrighted and protected by law. If you are not the intended addressee, you are not authorized to use, transfer, or rely upon the information in any way. If you have erroneously received this transmission, delete any electronic or hard copies and contact the sender immediately 5 3/20/2013 Letter of Intent for Existing 110 N Bay Way Modular Home To whom it may concern, It is my intent to list the existing modular home residing at 110 N. Bay Way for sale and haul away prior to beginning construction of new residence. If I am unsuccessful, I will submit an application for a demolition permit. Respectfully, Jeffrey R. McGinty 3/20/2013 Letter of Intent for Existing 110 N Bay Way Modular Home To whom it may concern, It is my intent to list the existing modular home residing at 110 N. Bay Way for sale and haul away prior to beginning construction of new residence. Respectfully, Jeffrey R. McGinty siacx2 so.,t,A (Q STP-t 2 w= t a x4-o; 4..f., Fc .F' M= = 1 S Ga0 3 z 394-0 87q 7(.10') Li i e 1 ∎ f 7.9 . 8 13w— 1a ,(/ _ .17.7---447"—= ` It a —4I- ,c I c- 9c, L)C --5x 1 It. c-E z 4 F- �A r ,1-0 - t Sao - s-z- ma 3 x 13,t - 30'rX 3o"x `'t.suea -) f3A A.�;J cm Lri w I2,- x,4-o - 1150 L= 16, y- L S e- 5 Z x l 3 z�&L8 2,4r-F- 1/4- J -see_ P t5tvi. 1:4 3ovE F;t7r/- tA ta-1 1-_:CcE.. 4. fl 11 y) W=213x.2=420 i 3°7 M=f z 40042)2- ;761 L.25 3 L x 1 G-.�c� ^V ,' a 2 �F - g.I .� c#+ {-co st c 5e v5 J: 6? z�s(2) 14_3078 I2fZ_ 5zzcc) l ( 2S _ SI . Lls --4x i a --# I t Ci-- Gots i ----- �---- W , , 371,2 X 3 M --c =25z I-5 & 4wc 2= 1923' -" 307 )C 6= I Z- 202.1 j - = �z_ 4/►f f . r,. t__) - , � CoxF) Rtt ' P. PR I- i ! arc ►,F Wi tift4 M c.44- (2423P- s 6EAM5 — c Zz.)7t 7 z8 1. , ,, M— 4 ::- lbs� J/ 1 I" I 8 (..).`5G DEAL 3 ZxlI&L 2_ ( McC I I-17/ l 1 wr ZZ-x4,0= 8$OPL F I _ g 1347. _ loc 73 _ 15.4 - USE -1-x6 O 4-1 40C1-4)_ �= - 1.7,3 zoc,51 -_w w wl NCV w g. c m. rem w= E4-X40 =�� 'L fi�l := 8J gc7 � 8 5 t. z 7 z t�U by $(7g- f 1yt= °S 2.Z= 242.0 S = 2S C �; 24' S !060 CAN 4r1 t 1 -ev @ rt4 4 w = 327 I. A 3z7 ( �� z�c�c�Z> — Z.Cvlto '7 -M3-5-7-", 05g LoX $ 12c7(/Z�2 ox4e. = 12a ELF frt= . _ 2. vice �2 V•t13 -7/ Pee-C-44 Guess BMs t ' ( _ • ZDI Z yv�_ _ /577 s 7704D O51 5° 1g LiSE ZX1© IOSO inVetEb iA ratiR. 1.441-"I QTATE OF it;iH({ ,TOW I I v\c.(._ i--t-t-i I i ,7"-- Ay Y -,c W= !1 X 4 0 440 F7L- � 77 ) 40.--.-. a� Fly 44-0C L2 as - - = 1 zoo _. 3—.— s f q 8, USG. 4x2, vs a 4x8 D 0 / Q r w= 14x q = ° M= 560 Z 5&70 v () .__ 4x12- :4- r = i 72 38+0 ro 1, - U ...-SITX- 4 i/2,40=. . 0 to W 1 Nit c) 4 c (6As C-Nt7 t-Elc) // •' mot � T 4 D Ts^ ,&g,2 x I - x 3235' G/i.: 0) 694.7re,@ 12"ac--- ' 1111 ', t:: -2.LI' ,.f /ice •• gIiNE litRTE j1 ';t3i-11,i+£:OS j 1,x:/11 r 14-X 50 �a� F 77( )L tso 'fx8 S.=3e [z� eL Mt I N . 4x /n oeh,x8 Y 0 w= 47L F ViErt7S -- .62S x(-S x 38S =3ro l`t/s a a, a' Ur� *�p 80(-7s, 22'E7G Pi`s= t,_s�4) .._ 3 w=-�OPc� ht=- � 7 USE ( xiD 5= g2. 73 L.(NZ)Ot e) XR- 2_ U = i Sx�,o =Gam PLF i'v� <oJ = 2?O: VSS.4Xto rs."3, t„ RD 0. Pottpai sfRTE!}s YaiHfm01