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BLD2013-00359
BLD13-00359 BUILDING PERMIT APPLICA ION Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00359 Received Date: 11/8/2013 SITE ADDRESS: 25 CONDON LN PORT LUDLOW, 98365 OWNER: SALLY E FRANZEL PHONE: 360-821-9063 PHILIP A FRANZEL 3 BRIGADE HILL RD MORRISTOWN NJ 079604920 PORT LUDLOW NO 1 AREA 2 SUBDIVISION: Block: Lot: 22 PARCEL NUMBER: 990400222 Section: 9 Township: 28 N Range: 01 E CONTRACTOR: OLYMPIC RIDGE INC PHONE: 360-302-0156 15940 LINDSEY LANE POULSBO WA 98370 Contractor's License OLYMPRI986NA Expires 11/8/2014 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NSFR W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,213 VALUATION 450,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: 976 HEAT TYPE: OCCUPANCY: UNHEATED: 262 #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 315 CONST TYPE: SETBACK: DECK: 265 BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: 68700 BEDROOMS: BATHROOMS: Exist: Exist: Prop: 2 Prop: 3 Total: 2 Total: 3 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $3,477.00 MEB 11/07/13 145538 Plan Check $2,260.05 MEB 11/07/13 145538 APPROVED State Building Code $4.50 MEB 11/07/13 145538 Potable Water Application $66.00 MEB 11/07/13 145538 DEC 0 9 2013 Total: $5,807.55 Jefferson County DCD \\}irlcmor4\rl.f.Wnrmc\G RI 11 Ann 1111r1 rn+ 11/R/)(11'2 0 II 'sON c 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 `1y {1 „�O E-mail:dcd @co.jefferson.wa.us CERTIFICATE OF OCCUPANCY PERMIT#: BLD13-00359 APPLICANT: SALLY E FRANZEL PHONE: 360-821-9063 PHILIP A FRANZEL 3 BRIGADE HILL RD MORRISTOWN NJ 079604920 SITE ADDRESS: 25 CONDON LN Issue Date: 12/10/2013 PORT LUDLOW, 98365 Final Date: 10/13/2014 SUBDIVISION: 9904 Block: Lot: 22 PARCEL NUMBER: 990400222 Section: 9 Township: 28 N Range: 1E PROJECT DESCRIPTION: NSFR W/ATTACHED GARAGE - Shoreline Exemption (copy to State Agencies) THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 10/13/2014 \\tidemark\data\forms\F_BLD_Occupancy.rpt 10/17/2014 Jefferson County DCD Building Division Correction Notice PERMIT NUMBER /3- 55',1 OWNER rrAid z,i. JOB LOCATION de)k)D L& Inspection of this structure has found the following violations: t k/i/ 7 4M Dag-r raz tl1 PPr ta� 24'7 / t- L'IP D 6 y'S r nt= /'1dsrTF . 3,6,PkeYtf g r ,ee 5 � rrir Ai- , JD, c .SITE" fRi/II419c You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. �� I` Date V(4/ Inspect BUILDING IVISION(360)379-4450 INSPECTION HOTLINE(360)379-4455 I THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE I ITW Building Components Group, Inc. 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1V5K8923Z0216113339 Truss Fabricator: Peninsula Truss Job Identification: 27041-OLYMPIC RIDGE / FRANZEL KINGSTON LUMBER -- PORT HADLOCK, ** Model Code: IRC Truss Criteria: IRC2009/TPI-2007(STD) �D HF Engineering software: Alpine proprietary truss analysis software. Versions 12.03, Truss Design Loads: Roof - 42 PSF @ 1.15 Duration (5N WASii, T< •Floor - N/A '` Wind - 90 MPH (ASCE 7-05-Closed) • Notes: 1. Determination as to the suitability of these truss conponents for the �pF R�cf5TE1?�� (�`' structure is the responsibility of the building designer/engineer of FsS1pNA6 � record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR8923 Garold W Heal 04/1612014 Details: A1001505-GBLLETIN-GABRST05-A1003005-BRCLBSUB- Submitted by GBH 11:33:21 04-16-2014 Reviewer: GBH $ $ # Ref Description Drawing# Date 1 50291--C2 14106051 04/16/14 2 50292--C1 14106052 04/16/14 3 50293--B2 14106053 04/16/14 4 50294--B1 14106043 04/16/14 5 50295-43 14106054 04/16/14 6 50296--B4 14106044 04/16/14 7 50297--B5 14106045 04/16/14 8 50298--A2 14106055 04/16/14 9 50299--Al 14106056 04/16/14 10 50300--A10 14106012 04/16/14 11 50301--A9 14106057 04/16/14 12 50302--D2 14106058 04/16/14 ' 13 50303--D3 14106059 04/16/14 14 50304--D1 14106046 04/16/14 15 50305--A5 14106047 04/16/14 16 50306--A4 14106048 04/16/14 17 50307--A6 14106049 04/16/14 18 50308--A7 14106050 04/16/14 19 50309--A8 14106039 04/16/14 20 50310--A3 14106041 04/16/14 , 21 50311--D4 14106019 04/16/14 t r t...., -I 0 0 O 0 N g C Co rt rf"O •-I wi c ga a m o 0 "° 5� • CD CT o y . s -o- r oD°,o ,,Z n a s a.xa m - WDrn xo a m s x00 " �h 51., 0 - 7 CD mmm M 'n`0 C) O C) z �O 1 -.T r-r- o G ' 'N N C na rt jot m > G O 0 i C N 5 N I co (D 0 a 0 \ 0 CD m•X 0 CD , > n A 7 /1L " 0 N O > •;8 � "- g� I 3's - - " II CO D �'„ a 00 r X80 _ idn °°� �' 0 -o - - 1 c III 0 wm V II CD 0-q - coca A Z• � r _ m � * ' n.a z (n O a z 0 fr. _.2: a -I m o F' _ - :o CO 0 0 ■ _ ,= n CO co M Q 1 1 1 M 0 -o rt WRR C Ag rr x (o o -1 . -`gyp" ›- - - - °xr — / ill cr m D -a _10 EPz Ni / 00 O 0 e C e8 R �O % a a x— r d a5q� II N\I .0. m co�a :CCC.0 O m , o I IV - °Eon - p O Cn� O A m�"_- ^Sm�" Op 1 X n pv $° -- N (-- III • � a8. i - .E m -11 0 -I0.< " N O C m 0 S ' 4116t W rt rf O C CD O CD N. 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N Wm C U N oz N _ -. z N I H 0 co rz O N B1 JOB NO: 27041 H24 ' -I-. 10' 6" -4.-6 ' 4. 18 ' H 58 ' 6" 1 PAGE NO: 1 OF 1 • i • i BUILDING PERMIT II Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 25 CONDON LN FAX (360)379-4451 PERMIT#: BLDI3-00359 Received Date: 11/8/2013 SITE ADDRESS: Issue Date 12/10/2013 PORT LUDLOW, 98365 Expiration Date 12/10/2014 OWNER: SALLY E FRANZEL PHONE: 360-821-9063 PHILIP A FRANZEL 3 BRIGADE HILL RD MORRISTOWN NJ 079604920 PORT LUDLOW NO 1 AREA 2 SUBDIVISION: Block: Lot: 22 PARCEL NUMBER: 990400222 Section: 9 Township: 28 N Range: 01 E CONTRACTOR: OLYMPIC RIDGE INC PHONE: 360-302-0156 15940 LINDSEY LANE POULSBO WA 98370 Contractor's License OLYMPRI986NA Expires 11/8/2014 PROJECT DESCRIPTION: NSFR W/ATTACHED GARAGE -Shoreline Exemption (copy to State Agencies) TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,213 VALUATION 450,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: 976 HEAT TYPE: OCCUPANCY: UNHEATED: 262 #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 315 CONST TYPE: SETBACK: DECK: 265 BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: 68700 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $3,477.00 MEB 11/07/13 145538 Exist: Exist: Plan Check $2,260.05 MEB 11/07/13 145538 Prop: 2 Prop: 3 State Building Code $4.50 MEB 11/07/13 145538 Total: 2 Total: 3 Potable Water Application $66.00 MEB 11/07/13 145538 Total: $5,807.55 Directions to Site: 12) CO-( &}^ . -- ku S'Vr—Ae Cula& -e-%`c.1 , 1 VJe' 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 Jefferson County Building Buildin Division Permit Nu ber: BLD13-00359 Applicant: FRANZEL BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 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 day's 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 Erosion Control Foundation Footing Footing Drains Foundation Stem Wall Underground Plumbing Under Floor Framing Straps(hold downs) Ext.Shear Wall Nailing Rough-in Plumbing Shower Pan Framing Blocking Airseal Insulation:Walls Insulation: Floors Insulation:Ceiling Int.Shear Wall Nailing Wallboard Nailing Gas Line: Interior Gas Line: Exterior Propane Tank Heat/Chimney Clearance Mechanical Systems Duct Test Cert Blower Airtight Test Smoke&CO2 Drywell/Alt Drainage Address Posted • • FINAL INSPECTION FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD13-00359 1.) An Engineered Drainage Plan dated October 22, 2013 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. 2.) 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. 3.) The site plan as submitted with the NSFR w/Attached Garage application on November 7, 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 December 5, 2013 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 4.) JMP 5.) The applicant shall comply with the provisions of the Critical Areas Stewardship Plan (CASP) prepared by Wiltermood Associates, Inc. dated June 5, 2013. 6.) The applicant shall comply with the conclusions (page 6)of the Geotechnical Report prepared by Development Engineering, PLLC dated May 27, 2013. \\tirlamark\data\fnrmc\F RI r) Parmit RIrin rnt 12/1rt/9(113 V ' Y Y fir.4 ' 'fit " r #, ` 'ir •/ r �' .. {-- yet ^t; .. i ,\ b, V "Op \ W41 ,,,,,, , - -- - , . ,, 1,. . .,0 - 4 ,, ., 4 n. , '.- • t :• Y j i * 1". 1 ' '7% q,. •. ♦S S • 411\ • . ! /«tee y ` �r "1.-, { ' _ t f. f 1 h 3 w a L �.' 1 '.. \ i!. '\ ,'� y,�� 1 x, ° y!. ° x,. te r. r , - i e ��1 °Ram /�i ` /�U,/ \ �t�,® /1Vr� ,%� � At®// �/`t r ® �/ �t�,® (1\t�� , � e�� �1��� 1 ,� ett�rt 1 Y/ r p '+ , ' *Y -„ € a ,.w+' °- m e, , „ ,,, m,„s 2 3 a.£+'z a x re r vl"'+acs.... +, 1 l p° � ° Li\ Oa Tracy's Insulation Inc. ,°�l %r' "INSULATING YOUR COMMUNITY” '`6, (*1 :- P.O.Box 970 CARLSBORG,WA 98324 ::::,_,...4,„\--,0,,,,,' `,F ,t INSULATION CERTIFICATE 7 THE INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE ,4/' �i; CURRENT THERMAL PERFORMANCE STANDARDS(WASHINGTON �y� \�tt - STATE ENERGY CODE) OR PER APPROVED PLANS,AT THE ADDRESS - � j \`,. z LOCATED BELOW. ''! �'4 DDRES ��/, ,; .4 Coti 0� n u ,_•,„,,,, %,,,,, ; �, '� SUB-CONTRACTOR: TRACY'S INSULATION INC. CONTRACTOR'S REG. NO. TRACYII917BT ,��+-= ,lI;� MANUFACTURER THICKNESS R-VALUES �, EXTERIOR WALLS :::1/° f:II: Cyr+Ckuf S- (�z (bS (�� Type of material: Fiberglass ��. s ATTIC BAITS �� �� '^ A.( ✓�',0 Type of material: Fiberglass 7� J ° 'hi i 4 SLOPED/VAULTED CEILINGS I i( , , t`4\ ` Type of material:Fiberglass Vti L —` l'., : ATTIC BLOW c U �� � ��Type of material: Fiberglass /ii,1� �; ' FLOORS -wyyC1. i !'•�: Type of material: Fiberglass h 1;►\�. ���, yti ' x∎(10 vq., PIPE WRAPS 4 %/' /p s Type of material:Fiberglass YES NO X �o VAPOR BARRIERS CEILING N t I 1 WALLS N ( 1 FLOORS N 1 4;�- ,��J tt /; itLi 1� i. MU .av c� �2-I .... J,, 1 °�” 0 AUTHORIZED SIGNATURE TITLE DATE //, J t.".�"5^ .$..:.,. �'" a:z=.... R u ,. sY�..�,.n.&.,dx.:e^,n�T..,,a,w.+*a,n '�5•P**Y+,�m:'anzxfi "'�+�:n`dv'+ wx�w rs e,x ,x SZ,,,.'w*C E,, b s.r,3 .,zAw 4`� evx �'y.ki.j .,�.* 8'`. \ 1 1 ,4 As P *�� , '. _ .)titP i :l ie ///r q �.�Aiit .! .'�° _ Vii t�-,/ �___ r!\ /.�,aa_ / \ ��'1 �\ �� �A �� �\ .' 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The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information Heating System Type: 0 All Other Systems O Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Instructions Design Temperature Difference(AT) 41 Bremerton AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) Average Ceiling Heig Conditioned Volume Instructions Aver•g iI. 28,665 Glazing and Doors U-Factor X Area = UA Instructions NOV 2013 0.30 " 248.40 7 Skylights U-Factor X Area = UA Instructions 0.50 20.00 Insulation JEFFERSON COUNTY Attic DEPT.OF COMMUNITY DEVELOPMENT U-Factor X Area = UA Instructions R-49 .. v 0.026 ; ;" ,; „ 62.40 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions No Vaulted Ceilings in this project. o -- Above Grade Walls(see Figure 1) U-Factor X Area UA Instructions R-21 intermediate v 0.056 336.00 Floors U-Factor X Area UA Instructions R-30 V 0.029 69.60 Below Grade Walls(see Figure 1) U-Factor X Area UA Instructions R-21 Interior v 0.042 37.80 Slab Below Grade(see Figure 1) F-Factor X Len!th UA Instructions R-5 Thermal Break at slab edge v 0.570 �.r 57.00 Slab on Grade(see Figure a F-Factor X Len,th UA Instructions No Slab on Grade in this project. — : Location of Ducts Instructions - - Duct Leakage Coefficient Conditioned Space v 1.00 Sum of UA 831.20 Envelope Heat Load 34,079 Btu/Hour Figure 1. SumofUAXOT Air Leakage Heat Load 12,693 Btu/Hour VolumeX 0.6XATX.018 Above Grade Building Design Heat Load 46,772 Btu/Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 46,772 Btu/Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1.10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 58,465 Btu/Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) F • • Prescriptive Energy Code Compliance for All Climate Zones in Washington P t I forma on Contact Information This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed.In addition,based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date All C Irt#1.Z01100 R-Valuea U-Factors Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb.e n/a n/a Ceiling 491 0.026 Wood Frame Wali.t' 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 30g 0.029 Below Grade Wallah 10/15/21 int+TB 0.042 Slabd R-Value&Depth 10,2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses,as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1.Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. 2.Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3,including additions over 750 square feet. 3.Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope 1a 0.5 lb Efficient Building Envelope lb 1.0 1c Efficient Building Envelope lc 2.0 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 0.5 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 5b Efficient Water Heating 1.5 6 _Renewable Electric Energy 0.5 (*1200 kwh 0.0 Total Credits 0.00 *Please refer to Table R406.2 for complete option descriptions htto://Yyuyyy,e,nergv.wslu/Do�tments/2012%20Res%20Enerav• ! • Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. 9 Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. The second R-value applies when more than half the insulation is on the interior of the mass wall. 3 For single rafter- or joist-vaulted ceilings, the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. • • WASHINGTON STATE ENERGY CODE, RESIDENTIAL PROVISIONS TABLE 406.2 ENERGY CREDITS(DEBITS) OPTION DESCRIPTION CREDIT(S) la EFFICIENT BUILDING ENVELOPE la: 0.5 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Fenestration U.=0.28 Floor R-38 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 5%. lb EFFICIENT BUILDING ENVELOPE lb: 1.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Fenestration U.=0.25 Wall R-21 plus R-4 Floor R-38 Basement wall R-21 int plus R-5 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 15%. lc EFFICIENT BUILDING ENVELOPE lc: 2.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Fenestration U.=0.22 Ceiling and single-rafter or joist-vaulted R-49 advanced Wood frame wall R-21 int plus R-12 ci Floor R-38 Basement wall R-21 int plus R-12 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 30%. 2a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: 0.5 Compliance based on R402.4.1.2: Reduce the tested air leakage to 4.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a high efficiency fan(maximum 0.35 watts/cfin),not interlocked with the furnace fan ventilation systems using a furnace including an ECM motor are allowed,provided that they are controlled to operate at low speed in ventilation only mode. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. • • 2b AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2b: 1.0 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 2.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.70. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. 2c AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2c: 1.5 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 1.5 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.85. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. 3a HIGH EFFICIENCY HVAC EQUIPMENT 3a: 0.5 Gas,propane or oil-fired furnace with minimum AFUE of 95% To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3b HIGH EFFICIENCY HVAC EQUIPMENT 3b: 1.0 Air-source heat pump with minimum HSPF of 8.5 To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3c HIGH EFFICIENCY HVAC EQUIPMENT 3c: 2.0 Closed-loop ground source heat pump;with a minimum COP of 3.3 or Open loop water source heat pump with a maximum pumping hydraulic head of 150 feet and minimum COP of 3.6 To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3d HIGH EFFICIENCY HVAC EQUIPMENT 3d: 1.0 DUCTLESS SPLIT SYSTEM HEAT PUMPS,ZONAL CONTROL: In homes where the primary space heating system is zonal electric heating,a ductless heat pump system shall be installed and provide heating to at least one zone of the housing unit. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 4 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM:a 1.0 All heating and cooling system components installed inside the conditioned space.All combustion equipment shall be direct vent or sealed combustion. Locating system components in conditioned crawl spaces is not permitted under this option. Electric resistance heat is not permitted under this option. Direct combustion heating equipment with AFUE less than 80%is not permitted under this option. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and shall show the location of the heating and cooling equipment and all the ductwork. • 5a EFFICIENT WATER HEATING 5a: 0.5 Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.62 or Electric water heater with a minimum EF of 0.93. and for both cases All 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.b To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and shall specify the maximum flow rates for all showerheads, kitchen sink faucets,and other lavatory faucets. 5b EFFICIENT WATER HEATING 5b: 1.5 Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.82 or Solar water heating supplementing a minimum standard water heater.Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation(SRCC)Annual Performance of 0G-300 Certified Solar Water Heating Systems or Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards of NEEA's Northern Climate Specifications for Heat Pump Water Heaters or Water heater heated by ground source heat pump meeting the requirements of Option 3c. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and,for solar water heating systems,the calculation of the minimum energy savings. 6 RENEWABLE ELECTRIC ENERGY: 0.5 For each 1200 kWh of electrical generation provided annually by on-site wind or solar equipment a 0.5 credit shall be allowed,up to 3 credits.Generation shall be calculated as follows: For solar electric systems,the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PVWATTs. Documentation noting solar access shall be included on the plans. For wind generation projects designs shall document annual power generation based on the following factors: The wind turbine power curve;average annual wind speed at the site;frequency distribution of the wind speed at the site and height of the tower. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall show the photovoltaic or wind turbine equipment type, provide documentation of solar and wind access,and include a calculation of the minimum annual energy power production. a. Interior Duct Placement.Ducts included as Option 4 of Table R406.2 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 fl 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. b. Plumbing Fixtures Flow Ratings.Low flow plumbing fixtures(water closets and urinals)and fittings(faucets and showerheads)shall comply with the following requirements: 1. Residential bathroom lavatory sink faucets: Maximum flow rate-3.8 L/min(1.0 gal/min)when tested in accordance with ASME Al 12.18.1/CSA B125.1. 2. Residential kitchen faucets: Maximum flow rate-6.6 L/min(1.75 gal/min)when tested in accordance with ASME Al 12.18.1/CSA B125.1. 3. Residential showerheads: Maximum flow rate-6.6 L/min(1.75 gal/min)when tested in accordance with ASME Al 12.18.1/CSA B125.1. • Window,Skylight and Door Schedule .information Contact Information Width Height Ref. U-factor Qt. Feet Ind' Feet Ma' Area UA Exempt Swinging Door(24 sq.ft.max.) 24.0 7.20 Exempt Glazed Fenestration(15 sq.ft.max.) 0A_ 0.00 Vertical Fenestration(Windows and doors) Component Width Height Descri s tion Ref. U-factor Qt. Feet Inch Feet Inch Area UA 25.0 7.50 144.0 43.20 96.0 28.80 36.0 10.80 27.0 8.10 22.5 6.75 144.0 43.20 80.0 24.00 112.0 33.60 10.0 3.00 12.5 3.75 27.5 8.25 49.0 14.70 42.7 12.80 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Vertical Fenestration Area and UA ( 828.2 248.45 Vertical Fenestration Area Weighted U=UA/Area 0.30 • • Overhead Glazing(Skylights) Component Width Height Descri.tion Ref. U-factor Qt. Feet Inch Feet Inch Area UA 16.0 8.00 24.0 12.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Overhead Glazing Area and UA ( 40.0 20.00 Overhead Glazing Area Weighted U=UA/Area 0.50 Total Sum of Fenestration Area and UA(for heating system sizing calculations) I 892.21 275.651 Y CO CTION A s s o c i a t e s, I n c. REPMIT NO.: 14062SCR032414-LD Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 3/24/2014 CONTRACTOR: OLYMPIC RIDGE INC. PROJECT#: 10614062 PERMIT#: BLD-00359 PROJECT: FRANZEL SFR INSPECTOR: Lowell Davis LOCATION: PORT LUDLOW JURISDICTION: JEFFERSON COUNTY KA P.M.: BJ WEATHER: CLEAR TEMP: 40* NUCLEAR DENSOMETER S"AlttINE ASTM D6938 I I ASTM D1556 n OTHER LOCATION MAP 3 Paved Areas: O Utility: O Other: Unified Soils Maximum Dry Optimum Curve Classification or Description DensFRice Moisture 13256 3/4 MINUS FROM SHINE QUARRY 134PCF MODE& DENSITY REQUIRED TEST ELEVATION LOCATION CURVE DEPTH (PCF) MOISTURE COMPACT) OMPACTION 1 RFG FOOTING WEST CENTER OFBLD P32569 8" 127.6 6.6% 95% 2 RFG FOOTING WEST OF BASEMENT P32569 8" 127.2 7.1% --P446,_ 95% NORTH OF BLD 95, 3 RFG RFG WEST OF BASEMENT SOUTH P32569 8" 127.4 6.8% 95% SIDE OF BLD 4 RFG FOOTING WEST CENTER OFBLD P32569 8" 128.0 7.1% .41141ALMFIrd' 95% EQUIPMENT NO.: TROXLER 6962 This testing does not preclude the possibility that the soil or hot mix DAILY AVERAGE STANDARD DENSITY COUNT: 2111 asphalt may be loosened by future construction or rainfall events. The compaction tests were performed at the approximate locations and DAILY AVERAGE STANDARD MOISTURE COUNT: 608 elevations shown, and indicate relative compaction at those locations. Horizontal and vertical limits of the compacted areas were determined by others.Our firm does not guarantee earthwork or paving construction,nor Reviewed By: does our work relieve the contractor's responsibility to conform to the approved project plans and specifications. To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. REMARKS: Superintendent/Representative: Technician: Offices Serving the Western United States Concrete Report Revision 11 Effective 09-06-13 Lynnwood (425)485-5519 •Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The information provided on this report is prepared for the exclusive use of the chat.This report may not be reproduced in any format without the written permission of the client and Krazan&Associates.This report indicates our inspectors observation and testing results based on site conditions and contractor activities.This information is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of results.The same information has been provided by others on site, • Op Front Parcel Review s-. Parcel 990400222 Printed: November 13, 2013 1 ',' 3 13 - �3� SALLY E FRANZEL Site Address: Ce2 1� p i 0000 2j PHILIP A FRANZEL 25 CONDON LN 3 BRIGADE HILL RD MORRISTOWN, NJ 0796049: PORT LUDLOW WA, 98365 .MC, 1C/i,142 ' 3&'2. 13 6 Parcel Number: 990400222 S-T-R: 9-28N-01 E Total Acreage 0 Legal Description PORT LUDLOW NO 1 AREA 2 LOT 22 Land Use: 9100 Flood District: Fire District: 3 Planning Area: 7 Flood Map(FIRM)Panel No: School District 49 Zoning: ripe.-SP COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [)(] Plot plan states "property line" [ ] Assessor's Map(Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [VI Legal Access to Prop- MP NO RAP/7j Z7 [ vJ Parcel Tags or Scanned Documents YES `e [ ] ESA's: Special Reports Nearby YES NO [ ] Designated Ag YES NO A ,A �. , [ l.]-°" Shoreline Designation: NO ey porfi SP P P, b MLA /3-C35-1 [ ] Shoreline Slope Stability: YES NO 7,01.1 13 a S Stream Type:YES NO FWHCA: YES NO Wetlands: YES NO n Rare Plants:YES NO ►/i� 6 /3 ice' `P •i Seismic: YES NO Landslide: YES No • , St W) S" (7//3 Flood: YES N• ew I rule_ Rev L i d w✓ L>j/3 --_57 /29/-2--2-//3) Erosion: YES NO Aquifer Recharge Area:YES NO SIPZ: none At Risk High Risk Coastal CMZ: none High Risk Mo. -rate RiskDisconnected CMZ Stormwater site plan submitted: o ]v n12/7 . nve- v t 'LL-L ent-/:, 2 2-, / , [ ] Forest Lands: YES NO Adjoining Forest Lands: Commercial/ Rural/ Inholding [ ] Mineral Lands: YES NO [ ] Agricultural Lands: YES NO [ ] Archaeology: YES NO [ ], No Shooting Zone: YES NO {Y r Stormwater: New Impervious Surface S 6 3 7 Land Disturbing Activity 17'7 /® ESA's Stormwater Req's:Min Req#2 Min Reg#1 thru#5 Min Req#1 thru#10 Engineering ✓` [ ] Notice Provisions/Disclosure:Airport YES NO MRL YES NO Forest Lands YES NO [ V]' Landscaping Required:. No G 5 P [ ] Parking Spaces Required NO --= Other 1 1 Building Height: UBC Standard [ Impervious Surface coverag 'ercentage: <AO %c, Resource Lands&Public: 100/ Rural Residential: 25% Rural Indus Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Indus Lands only [L—} Total Building(s) Size: .I?7 5P RVC:20,000 SF CC:5,000 SF NC:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [ ] Setbacks: Front: 2z) Let Side: —6 Right Side: 5 Rear: Shoreline Setback: ( 75-'4)- .see c/v4 p LSHA Setback: [ ] Road Classification: Road Approach: EXISTING NOT REQ'D /3 [ ] SEPA Required: YES EXEMPT [ ] Flood Certificate: [ ] Existing Case(s)&Condition(s): Violations: Yes No [ ] Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES NO, submitted: YES NO [ ] UGA No Protest Agreement YES NO, submitted: YES NO [ ] Site Visit conducted YES NO [ ] Require Final Zoning Approval YES NO [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES Title Notes Updated Parcel tags found for parcel 990400222 1.) WSRC Coaching- shoreline buffer/setback 05/20/2013 SMP Cases Associated with APN 990400222 Cases Name Review Type Status Planner ADR13-00046 FRANZEL F Application Received: 9/11/2013 Permit Issued/Case closed: Case Finaled: 9/24/2013 NEW ADDRESS REDOES I MLA11-00057 ZON11-00010 MLA11-00057 FESSLER I A Application Received: 3/22/2011 Permit Issued/Case closed: 6/30/2011 Case Finaled: TREE TRIMMING REDUES I MLA13-00085 BLD13-00359 MLA13-00085 FRANZEL P Application Received: 11/8/2013 Permit Issued/Case closed: Case Finaled: NSFR W/ATTACHELIGAKAGE ZON13-00025 MLA13-00085 FRANZELL I A Application Received: 6/25/2013 Permit Issued/Case closed: 8/26/2013 Case Finaled: SPAAD-Site Plan Approval Advanced Determination for a Single Family Residence RAP13-00027 KLINKER A Application Received: 8/29/2013 Permit Issued/Case closed: 9/4/2013 Case Finaled: RAP-Condon Ln \\tidemark\data\forms\R_Parcel_CRMLA.rpt 11/13/2013 Page 2 of 2 DEVIPMENT REVIEW TIMFIEET Date Time Comments /2 -P A crAA il5 5P PerntCL fig.- l , 3 / 4)- >V4-,V/ tkiiJ \\tidemark\data\forms\R_MLT_Case_CRMLA.rpt September 18,2012 , JEFFER�I COUNTY • DEPARTMENT OF COMMUNITY DEVELOPMENT ()Lets ` 3 — 3 S 1 621 Sheridan Street-Port Townsend•Washington 98368 1 3 114. 360/379-4450 . 360/379-4451 Fax IftiNGT www.Cojef ferson.wa.us/commdevelopment Master Permit Application MLA: Project Description(include separate sheets as necessary): • , _ �k�4�t G , Tax Parcel Number. Q Q pc 2_2.. 33 Property Size: — wCii.e S (acfes/square feet) Site Address and/or Directions to Property: (J11 C a cl mom. . '?n4 �t ,_ 9f 36r Property Owner(s)of Record: 1Pd:1: w -G.j4, Fist Z, Telephone: Doi.. r)-a , G.20 C Fax: email: Mailing Address: 3 Z , n ,,, • ■∎ •• -- ApplicantlAgent(if different m owner): e....r 1�(.ti,(r,,,,,_ . 0/ 4s„ . • ,p Telephone: 360— 30.1— (3/S"6 Fax: email: vJ a C249-40.c.-/A.1,2 c 04,Mailin Address: r 7/ A/ . }o/,,,_,.�_4r, •1:1,0 IL o 4Ju. 9n>0 7h of Permit?(Check each box that applies uildingritical Areas Stewardship Plan ❑_Donation Permit / /�'' ❑Variance(Minor,Major or Reasonable Economic U fa'Single Family [Earage `Cua-- )f Detached ❑Conditional Use[C(a),C ** ❑ Manufactured Home ❑ Modular ❑Discretionary"D"or ::,. ss /7 ❑ Commercial* ,". '-- M , fi ti ' ❑Special Use(Essenti 1 . -_ ,,,,{.-}*�-----� ❑ Change of Use ❑Boundary Line Adjustrfi:- ❑ Address 2S C,��fin, ❑Road Approach ❑Short Plat** i I ❑tjpme Business ❑ Industry 2-013 � Cottage �'y ❑Binding Site Plan"" ' tic. ropane ❑Long Plat** ❑Sign ❑Planned Rural Resident-,' n; ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteratio ** Pment ;0 Nil is ❑Starmwater Management ❑Shoreline Master Progr rn • n/Permit RevFi n -4WStite Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management) evelo ❑Temporary Use ❑Shoreline Management Variance pment ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre-Application Conference ❑Tree Vegetation Request **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• , to act as my agent in matters relating to this application for permit(s). $:OWNER SIGNATURE 1 r ��� Date:_ f��a/3__ i By signing this application form, > .caner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its 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 application th. •- •rsh= • - •nor no'•- Signature: ` allilibbi., Date: /J /^moo The action or actions Applicant will un•e - e as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could 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 you are in compliance - - - 'on County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable r= •• s;•ility for-:.hering to an. plying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: O� ��a ��/3 Date: ,(j'/� G:\PemritCenter\###FORMS###\DAD FORMS\Master Permit Application 5-29-O8.doc r-- • • BUILDER STATEMENT The signer of this statement doe .,- - ---.. at they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the 1; •onsibility of the Gene - Contractor for the proposed project. Signature: Date: //'7— /.3 GENERAL CONTRACTOR OR MANUF CTUKE T'OME INSTALLER: PHONE: FAX: n. ,... vk, , Lcie...._ _ 27-644.,...- - MAILING ADbRE,- 11/0.4',7 EMAIL: a�73 f�O r�r,� ,cal l�l --€%3 k' re cY ��,�_` 624, tarC4.s-77 CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: L)„, (e_ >`L ■ PHONE C6G) 1..0 Cirry —FAX:( ) .. MAILING ADDRESS: Z 9 EMAIL Project Type: F5me Type: Bathrooms: Shoreline: Type of Sewage Disposal: k-New 7]' Wood Existing: Fewer ❑ Addition ❑ Steel Proposed: 3 Bank 0 Community System ❑ Alteration/Remodel 0 Concrete Total: 3 _ Height: ❑ Individual System 0 Repair ❑ Masonry __ �— SEP Permit# _ ❑ Demolition 0 Other: Bedrooms: Water Supply: Existing: Setback: - ❑�/Private well 0 Two Party M Type of eat: Proposed: vl t'ublic Total: 2 f Name of System: � -- E,�si(>`Ld..F. 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: Wili you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: i Underground Tank I Above ground Tank Size of Propane Tank: i Heat Stove i Cook Stove l Woodstove i Fireplace Insert i 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 Off ice Use Only Amount %- ision Main Floor Heated . � EH BId App Review: _ J,,�,r -� �des. . •�� - - 2n'Floor Heated ...--.0�. Consistency Review: 2S p Other Heated Base fee: if Mezzanine Additional Section: ------- Heated Basement (?/b ft,g 2.4-1.0t2PIan Check fee: 276,0.0C ,0.0C Unheated Basement i �� )lt o�/State Surcharge fee: �/1 Other Unheated Pot Water Review fee: ao Garage/Carport -3 t S ii(01 .-1-C SUBTOTAL , (0. ttC S . } S-- 2 Decks 911/Rd Approach fee: aCr X1.25 Other TOTAL: $ C(001...SS— Receipt Number: ICA sS g _ Cash/Check Number:. �� ESTIMAT QUIRED) Date: 1l /� , .F i rket value of all labo nd materials foundation to finish ( lf Initials: wt,-9! • c G:\PermitCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc • • 'DEVELOPMENT ENqNEER_( NG, PO. Box `V L� Tacoma,WA 98401 446 Ph (253)228-0513 www.de-civil.com NOV 7 2013 October JEFFERSON COUNTY ctober 22,2013 DEPT.OF COMMUNITY DEVELOPMENT Philip&Sally Franzel Engineered Drainage Plan—Drainage Report C/o Proposed Residence Olympic Ridge, Inc. 31 Condon Lane 2871 NE Holman Avenue Pt. Ludlow,Washington Poulsbo,WA 98370 PN:990400222 Ph:(360)302-0156 Job: 13-130 Franzel.DR Attn: Mr. E.J. Klinker PROJECT DESCRIPTION We are pleased to submit this engineered drainage plan and drainage report for the proposed residence to be located at 31 Condon Lane in Pierce County,Washington. The site consists of an individual tax parcel that is currently undeveloped. It is our understanding that you intend to construct a single family residence with attached garage on the parcel. As part of the building permit application Jefferson County is requiring you to provide an engineered drainage plan for the development. Based on our review of the plans provided,the residence will have a total roof area of 3,720sgft and the driveway impervious area will be 1,870sgft for a total impervious area of approximately 5,590sgft. Access to the lot will be by way of an individual driveway approach from Condon Lane. EXISTING CONDITIONS The parcel is rectangular in shape,measures approximately 190 feet in length (west to east) by approximately 75 feet in width (north to south)and encompasses approximately 0.3 acres. The building site has been cleared and is well vegetated with grass while the eastern portion of the site is occupied by a steep slope which is well vegetated with trees and brush. Access to the site will be from Condon Lane along the west end of the site. The building site is located in the mid central portion of the lot and will likely include a daylight basement. The site is bounded by established residential development on the north and south, by Condon Lane to the west and by Puget Sound to the east. INFILTRATION RATE/SOILS REPORT Infiltration is not proposed for this project,a geotechnical"report"was prepared by our office and provided under a separate cover. No other geotechnical information is provided for this project. WELLS AND SEPTIC SYSTEMS The proposed residence will be served by a public sewer and water system that is shown on the site plan. FUEL TANKS No known fuel tank currently serves the site. • • • October 22,2013 13-130 Franzel.DR SUB-BASIN DESCRIPTION The lot has limited off-site drainage. Existing drainage patterns will not be altered by the proposed development. ANALYSIS OF THE 100-YEAR FLOOD There is a flood indicator near the property related to Puget Sound. However,all building development will occur more than 10 feet above the OHWM therefore no further study is warranted. AESTHETIC CONSIDERATIONS FOR FACILITIES Typical residential landscaping will be installed. No other requirements will be necessary. FACILITY SIZING AND DOWNSTREAM ANALYSIS PROPOSED DRAINAGE Drainage from the proposed development will be tightlined and conveyed to the proposed outfall into Puget Sound as allowed the Department of Ecology Stormwater Management and Site Development Manual(SWMSDM). Roof downspouts and driveway drains will be connected to a tightline routed to Puget Sound. The minimum pipe size is 6 inches in diameter at a minimum slope of 1 percent or a 4 inch diameter line at a minimum slope of 2 percent. This provides a conveyance capacity of 0.52 cfs or 0.32cs respectively. The maximum basin area draining to a single 6" line is approximately 5,600sqft or 0.13acres. Using the rational method to size the conveyance for the 100yr flow Q100=0.9x4.5x0.13=0.52cfs,this peak flow occurs in the last segment of 6" pipe as it approaches the outfall at the beach. Given the general locations and likely slopes in those areas the provided pipe sizes will have more than sufficient capacity for this project. Erosion control measures will be in place throughout the project. On a temporary basis,they will consist of silt fence installed along downhill sections of the site and along areas being graded. The site entrance will also have a temporary construction entrance installed(per PCSWMM Appendix C, Detail 4). Permanent erosion control will consist of residential landscaping. MINIMUM REQUIREMENTS Minimum Requirement#1:Preparation of Stormwater Site Plans This has been addressed by the submittal of the referenced Engineered Plan documents. Minimum Requirement#2:Construction Stormwater Pollution Prevention Since this project is related to a single family residential construction project the proposed erosion control measures are adequate for the project scope and size,see referenced plans for details. Specifically the 12 elements have been addressed as follows; Mark Clearing Limits: The clearing limits have been clearly shown on the engineered plan sheet C-1 Establish Construction Access: The construction access has been clearly shown on the engineered plan sheet C-1 Control Flow Rates: This will be accomplished through the provided erosion control plan and the permanent drainage system. Install Sediment Controls: The provided plans include the location and appropriate notes and details for a Silt Fence BMP C233,Construction Entrance BMP C105, Mulching C121 and other erosion control methods. Stabilize Soils: The limited amount of site disturbance and the nature of the project as a residence limit the opportunity for exposed soils. Temporary site stabilization will include mulching,with final site • • October 22,2013 13-130 Franzel.DR stabilization including amended soils, permanent landscaping,and driveway surfacing. BMP's to be used will include but not necessarily be limited to C120:Temporary and Permanent Seeding,C121:Mulching, C123: Plastic Covering,C124:Sodding,and C125 Topsoiling. Protect Slopes: No steep slopes will be disturbed on the site. Protect Drain Inlets:There are no drain inlets to be protected. Stabilize Channels and Outlets: This is not applicable to this project. Control Pollutants: This is a single family residential project, it is expected that there will be limited opportunity for construction pollution to be present on site. Contractors will be required to follow standard procedures concerning site cleanup, material storage etc. Control Dewatering: This is not expected to be required for this project. Maintain BMP's: It will be the owners and contractors responsibility to maintain the installed BMP's and to maintain a clean and safe work site.Appropriate notes and details are included on the referenced plan sheets. Manage the Project: It will be the owners and contractors responsibility to manage the project. Again due to the limited amount of clearing and nature of the project, it is expected that a minimal amount of effort will be required to manage the site construction stormwater. Minimum Requirement#3:Source Control of Pollution The implementation of the temporary erosion and sediment control plan along with the provided drainage design is adequate to meet this requirement for construction of this residence per Pierce County Title 17A 2008-59S. Minimum Requirement#4: Preservation of Natural Drainage Systems and Outfalls The stormwater runoff will be discharged into Puget Sound similar to the existing drainage patterns. Minimum Requirement#5:Onsite Stormwater Management Onsite stormwater management consists of collection runoff from all impervious surfaces and discharging to Puget Sound as indicated above.The provided plans and design adequately address stormwater management for the proposed site clearing and development. Minimum Requirement#6:Runoff Treatment While the total impervious driveway area does exceed 5,000sgft, it is anticipated that water quality will not be of concern for this project. Minimum Requirement#7: Flow Control Not Applicable. Minimum Requirement#8:Wetlands Protection This requirement has been met through the wetland review process. Minimum Requirement#9: Basin/Watershed Planning Not applicable to this project. Minimum Requirement#10:Operation and Maintenance An O&M manual is not included with this project. Minimum Requirement#11: Financial Liability Not applicable to this project • • October 22,2013 13-130 Franzel.DR COVENANTS,DEDICATIONS,EASEMENTS It is anticipated that no new requirements of this type will be imposed. PROPERTY OWNERS ASSOCIATIONS ARTICLES OF INCORPORATION Not Applicable. OTHER PERMITS OR CONDITIONS PLACED ON THE PROJECT A building permit will be required for the proposed development. We trust this is sufficient for your current needs. Should you have any questions,or require additional information,please contact us at your earliest convenience. Respectfully submitted, Development Engineering, PLLC es GI EN. of 4/ "P"..1,41„ #;:irti 0,.....,4i 2,6.1 t i A.4 A 1 4404pr Glen Co.d,PE � Owner WGC:wgc DocID:13-130 Franzel.DR Attachments: Engineered Plan Sheets C-0 through C-3 i • • 1 „ „ , , , ,, , „ „ , i,,,,,,_ „„.-gsv:.&q1pQgliggEpe.;1882g-git;1111tbg4 I $1 i i 1 €fig I i ft ii i ...t'. x . * 1 • : • t )! 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O/27/1J CIVIL - GEOT£CHNICA� • 0 1 0 I -n I m I a I 0 I 0 I > L , 1n H xr O gg G T., T. iii , / t a4: i Ila v A il 1 i / _ 1 zio...■■,. \ -4a 1 11 11 I - s. o r 44 Ei I'M 11 8§ lid ? zN N 0 % o Rig 3 ,o/ Nm s. r — ccn m au 1 z aTha -a .s 8 Q8 0- r , 0 , ,....1....., 11 =AI il 1 — 4 MK Sx 5 © V P, g 0 1 / M6EM 1111 POMMY AMMO =MIL RIMED Pk 6 m m g FRANZEL RESIDENCE .;�M.13-1.30 b °�40�1Q1 E =, ?..9 31 CONDON LANE "` t 'PILL ¢:1'j : N m JEFFERSON COUNTY WASHINGTON 1 1n PN•990-400-222 ors m/lals mmo MELT Szal Mnc�m-mn O So* MS ... 122/13 VOpIAM L — GEGTECHNICAAO1 13-1]1 i cgs°N co JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street • Port Townsend •Washington 98368 •gs�NO�0 360/379-4450 • 360/379-4451 Fax http://www.co.jefferson.wa.us/commdevelopment/ Stormwater Calculation Worksheet MLA# / 1,S-- PROJECT/APPLICANT NAME: .T DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to classify the proposal as"small,""medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required. PARCEL SIZE(I.E., SITE) Size of parcel „ 73 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 1i/L6 6 sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation,and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species, other than noxious weeds, that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar,alder, big-leaf maple, and vine maple; shrubs such as willow, elderberry, salmonberry, and salal; herbaceous plants such as sword fern, foam flower, and fireweed. LAND DISTURBING ACTIVITY, CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be cleared,graded,filled, Answer the following two questions related to excavated,and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert%acres or more of Construction site for structures 0 G. f'o sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. t–c sq/ft Circle: Yes No Well,utilities, etc. -- n--- sq/ft Does the project convert 2'/z acres or more of native vegetation to pasture? Driveway, parking, roads, etc. l&)o sq/ft Circle: Yes Lawn, landscaping, etc. --O sq/ft 200 Other compacted surface, etc. CA U.11 1, sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance 4 to sq/ft Cut .20 Fill —0 — (cu/yd) [over] • • Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS—IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) 7'72_0 sq/ft Structures (all roof area) sq/ft Sidewalks ---cam sq/ft Sidewalks sq/ft Patios -v sq/ft Patios sq/ft Solid Decks —D-- sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway,parking, roads, etc 470 sq/ft Driveway, parking, roads,etc sq/ft Other Eby /00 sq/ft Other sq/ft Total New sq/ft Total Existing '—' 2 sq/ft 04) TOTAL NEW+TOTAL EXISTING* t°6 73 0 sq/ft This amount will be used to check total lot coverage. (=.. c) The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: 2 % Does the site have 35% or more of existing impervious surface? Circle: Yes FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture,the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Storm ,ater Ca cm 'on Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best o my knowledge. also certify that this application is being made with the full knowledge and consent of all owners of the affected • operty. (LANDOWNER OR AUTHOR! • - - E) (DATE) ! r G ® T e >A g =. 1. r't ✓ L A LIALL' "l D =tS t,r 'DE ,EL0 4MENT:ti 4', Kstisrm, a e Sate , .yes 6-e- 7 0 0 64'-0" 5 0" N E � T i 44 , I_ - ,_ ,10 � ,, � ,, -- _r g lit— II 1r _�o G I - - °o FtF---;–�– mil. NI F p " N S o c ` �■ -� ) • ,� 1n o x ti, — I { u, n n' c 11 ,11 1 II 11�I1 11 11 11 1 11 11 1 .-.• L--- rn &11 1��)1 '1!11 II 11 II II 11 1 11 11 11 I II II No GI�ji��lil II II /II III II IF II I II II N os - Q °' ' X111111 U II I \Il/IIIIIII IIIIIIIII _ b N - 3' o� gm. � 1 I Ir ir-p III II II 1 •I 11 11 11 1 1 o ex,-I, - 1111hg I — II- II II II III I 11 1 I II II-i11 p I I IF'II II II II II I II II II III II o r. G 1 --' II --* f__......._.__111 11`II 11 11 II 1 11 11 1 i. C) Co- 1 0 1 r......\ ,,„---1 , . , c:7 o z �, e I I O o ea I- 1 I I L -- J-- - O1\, 54.-0" ot 57'-6" f 11'-6" N — 24'-0" { 33'-6" 1 TI v I 4„- I I I a, (n (/� 0 n o "• co co S k E. �' 1 II�lilll `� LT J II M.+ . r IIIIIIIC 0 o X ` W O- ^ a. 6 3. ,f. 3 m Li 0 0 1 g jr- 7 s o o I / 12'-0" f 38.-6" -- – = , t -�- - U G> — � r C.. � QOO Q, 9 G..z? C7 'S -F $ - � if _ 'S -7 0 Q (p 3 i � ~ n S -s CO " O Q T f^ (c) S p T• i- e � O 3 s o -3 tri v ��,; �' T O.. y. s C •N V ' z D c, Dig— ( z o(0 570 ,- (, o o D O� - )_„ ti --.. ft a, ___,„. ,_,.., i 1 A LT 5 A ffg Rg x 5 U1 N (A) `O N ______- N (.1 W � CO G fi COI CA --h-y In -yip --h 03UILDING PERMIT APPLIC N BLDI3-00359 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00359 Received Date: 11/8/2013 SITE ADDRESS: 25 CONDON LN PORT LUDLOW, 98365 OWNER: SALLY E FRANZEL PHONE: 360-821-9063 PHILIP A FRANZEL 3 BRIGADE HILL RD MORRISTOWN NJ 079604920 PORT LUDLOW NO 1 AREA 2 SUBDIVISION: Block: Lot: 22 PARCEL NUMBER: 990400222 Section: 9 Township: 28 N Range: 01 E CONTRACTOR: OLYMPIC RIDGE INC PHONE: 360-302-0156 15940 LINDSEY LANE POULSBO WA 98370 Contractor's License OLYMPRI986NA Expires 11/8/2014 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOr NSFR W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,213 VALUATION 450,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: 976 HEAT TYPE: OCCUPANCY: UNHEATED: 262 #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 315 CONST TYPE: SETBACK: DECK: 265 BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: 68700 BEDROOMS: BATHROOMS: Exist: Exist: Prop: 2 Prop: 3 Total: 2 Total: 3 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $3,477.00 MEB 11/07/13 145538 Plan Check $2,260.05 MEB 11/07/13 145538 State Building Code $4.50 MEB 11/07/13 145538 Potable Water Application $66.00 MEB 11/07/13 145538 Total: $5,807.55 Wirinmer4\r n+a%forme%P R1 fl Ann PIA rn+ C JEFFER�COUNTY • , 4,.....A _ DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street•Port Townsend•Washin J S 360! 7n 08368 61,4t 3 9-4450 . 3601379-4451 Fax www.cojefferson.wa.us/commdevelopment Master Permit Application MLA: Project Description(include separate sheets as necessary): t.,4' /.. /---14,%, ignife.o_ /4J44-441 & 1 • Tax Parcel Number 2212.2 Le.012..z.222 Property Size: . 33 t4ci_e. (acres/square feet) Site Address and/or Directions to Property: Property Owner(s)of Record: PA-Yip N, S49 110 /.Qr..y 2 Telephone: Do j— S'I'I' G'7o 6 Fax: email: Mailing Address: 7 ftiv f°.. .. /kW PS.:-- r. t t%jaurI is A/.7... 0) 9 60 Applicant/Agent(if different from owner): es: k/1,:,,.k.,wt__ . O4 /2,4. Zr Telephone: 360— 30.1— O/'f'6 Fax: ematlJ cJ e c24,20.-_04,10.c a.. Mailing Address: a e)/ 1V-+'a. /#i/u A.00 A"cr I.C4Q 4I u. 911'>0 t ' of Permit?(Check each box that applies uriding (Eleriticai Areas Stewardship Plan O ganolition Permit / ❑Variance(Minor,Major or Reasonable Economic U e'Single Family Er rage •ttach-•+/Detached ❑Conditional Use jC(a),C ** - ❑ Manufactured Home ❑ Modular ❑Discretio ❑ Commercial' nary )°or ;• ❑ Change of Use ❑Special Use(Essential i .i~_,-. ,-s}-*- --"-1\B ❑ Address 2S �la.IL ❑Road ❑Boundary Line Adjustor � Approach ❑Short Plat** ( !, ? ' 013 ❑HDme Business ❑Cottage Industry ❑Binding Site Plan** propane ❑Long Plat** il ❑Sign ❑Planned Rural Residenti ail n,-- -lopmen_t_ 111nents O Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration** 01 IN Oo S prmwater Management ❑Shoreline Master P r ji ro9 ►n NPermit Rev�sl�° Ite Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management! evelopment** "D Temporary Use ❑Shoreline Management Variance O Wireless Telecommunication* 0 Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal,if known: DESIGNATION OF AGENT -i I hereby designate ,3' ,w.- to act as my agent in matters relating to this application for 21:OWNER SIGNATURE Date: By signing this application form, er/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its 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. 1 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-cress and right of entry will be assumed unless the applicant informs the County in writing at the time of the application th-I •- • sh= .. .nor . - Signature: 1allIllw = :� Date: "" ad. The action or actin Applicant will underake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could 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 you are in compliance -0. - _ • •n County development code.The Applicant aekn and non-transferable res.., l for,=•herin to an .. owledses met an shg s a holds individual `-'�ty g plying wrttr the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: ./ Or Date: 6720e,i 3 G:\PennitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc BUILDER STATEMENT The signer of this statement doe •- -= -'• at they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the r= •onsibility of the Gene - Contractor for the proposed project. Signature: / Date: /l"7 /. GENERAL CONTRACTOR OR MANUFACOME INSTALLER: PHONE: FAX: O( R- E – 2.1c:-..--- Tom ) `30 a -0 i 1. ( ) MAILING AD R ��7� ��©/�.� �r.e /./. tc) EMAIL: -� �' to c�y�,y.r�� (�,..,;. �c,,�:�, CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: r Ley__ PHONE C6v) 1)/0 .4-S--FAX:( ) —D — MAILING ADDRESS: /1 Z' S EMAIL Pro• rm Type: Fe Type: Bathrooms: I Shoreline: Type of Sewage Disposal: C -New d'Wood Existing: ewer ❑ Addition ❑ Steel Proposed: 3 Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: 3 Height: ❑ Individual System ❑ Repair ❑ Masonry SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: _ Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: • 2- tublic . - Total: —Z— Name of System: KC- (,k344.-1.-1.4., 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: Wili you have Food Service? Yes / No If this is a Propane Tank and/or A.•liance Installation • rmit mark all items below that a••I : 1 Underground Tank 1 Above ground Tank Size of Propane Tank: 1 Heat Stove I Cook Stove 1 Woodstove 1 Fireplace Insert 1 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 my Amount ``,„ision Main Floor Heated EH Bld App Review: ,�� '..2.(-3 till -11""10* e, . . 0------ 2°°Floor Heated Consistency Review: S pv • 0 v Other Heated - 0 Base fee: Mezzanine Additional Section: / Heated Basement , ' g, 4 0 Plan Check fee: 2260.0C: Unheated Basement �/ � State Surcharge fee: �O • Other Unheated Pot Water Review fee: ao Garage/Carport W SUBTOTAL ��A } Eer e cRJ Decks 911/Rd Approach fee: 1 aGr Other TOTAL: $ fe. (.(,0 .SS— Receipt Number: VII' 3g Cash/Check Number: —%0 ESTIMAT • _- - QUIRED) Date: 1 t(--A--1•F.i; rket value of all lab• -nd materials foundation to finish 1� i �L-f g e ,0 ' Initials: 011: S• - c. G:\PemutCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc >- • • C: 01 H O C3 LL CV -O Z Lt_ � O H O •:1- r CV a) — m ti � z O — m cc O O L J 'D X Cr -0 +-, CA C C� C) > I— w O 0 Z 4-, "O H CO O Q -- 7 L L L C.) ti Q -0 C.) 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L a L CC Y C — a) O +-I a) C: a) a) 7) a) -- 7) LL .0 a) U 10 CO "0 > 0 0 L L O. — O 0 Q S- O CO X +-I U -0 X 0 00 C_ CO -- -- 0 a) 1— F— X cI- I— U) CO (I- X X F- • CRITICAL AREAS STEWARDSHIP PLAN FOR 31 CONDON LANE PORT LUDLOW Jefferson County, Washington Tax Parcel No. 990400225 Prepared For: Joe Klinker Olympic Ridge Inc. 2871 NE Holman Avenue Poulsbo, WA 98370 Prepared By: Wiltermood Associates, Inc. 1015 SW Harper Road Port Orchard, WA 98367 (360) 876-2403 June 5, 2013 • TABLE OF CONTENTS PAGE 1.0 PROJECT LOCATION 1 2.0 SITE DESCRIPTION 1 3.0 PROJECT DESCRIPTION 1 4.0 CRITICAL AREAS MAPPING 2 4.1 Department of Natural Resources, Water Type Inventory 2 4.2 National Wetlands Inventory 2 4.3 Jefferson County Critical Area and Habitat Mapping 3 4.4 Critical Areas Identification, On-Site Review 3 5.0 POTENTIAL IMPACTS OF PROPOSED DEVELOPMENT 4 6.0 CRITICAL AREA STEWARDSHIP PLAN MANAGEMENT PROPOSAL 5 6.1 Goals of the Shoreline Buffer Enhancement 5 6.2 Shoreline Buffer Widths and Final Contours 5 6.3 Planting Plan 6 6.4 As Built Report 7 6.5 Performance Standards 7 6.6 Monitoring Plan 7 6.7 Maintenance Plan 8 6.8 Contingency Measures 9 7.0 PERFORMANCE BOND ESTIMATES 9 8.0 LIMITATIONS 10 9.0 REFERENCES 11 • • 1.0 PROJECT LOCATION This project is located 31 Condon Lane in the Port Ludlow area of Jefferson County, Washington. The Tax Parcel Number is 990400225 and it is situated in the NW '/4 of Section 9, Township 28 N, Range 1 W. WM. The parcel is on the east side of Condon Lane so overlooks the north end of Port Ludlow Bay. This report documents conditions and the proposed activities within the 150 foot shoreline buffer for the reduction proposed through the Critical Areas Stewardship Program (CASP). 2.0 SITE DESCRIPTION This parcel is in the residentially developed area at the north end of Condon Lane and is situated between two existing homes (see Figure 1). There is a steep short bank down from Condon Lane to the parcel itself, which slopes gradually down to the east and ends at the top of the vertical shoreline bluff. The parcel is currently maintained as lawn area with scattered landscaping along the property lines that are part of the landscaping for the adjacent homes to the north and south. A dense shrub community begins at the lower end of the mowed lawn that extends to the top of the bluff(see Figure 1). The dense shrub cover continues down the shoreline bluff so that there is no direct view of the beach below from the top. The vegetation on the parcel is a mix of native and ornamental species with only a few scattered trees. The largest of the trees is a grand fir located about midway across the south half and the other large tree is a hemlock located along the west line. Several cedar trees are growing at the top of the shoreline bluff and are regularly limbed to preserve the view. See Attachment#1 for photos showing site conditions as described in this section. The reduced buffer is composed of both mowed lawn and planted/native shrub cover along east edge of the property. There will be no removal of existing vegetation except in the building site and will include removal of the tall grand fir because it lies within the proposed building area. The vegetation cover at the top of the bluff is a mixture of shrub sized pines (Pinus spp.), ornamental rhododendrons , native salmonberry (Rubus spectabilis) and salal (Gaultheria shallon). A few wild cherry trees (Prunus emarginata) are growing at the top of the bluff and are currently taller than the surrounding shrub cover. Dense salmonberry cover appears to extend onto the face of the bluff with unidentified trees growing near the bottom of the bluff. 3.0 PROJECT DESCRIPTION A single family home is proposed in the middle of the lot and will basically line up with the home on the adjacent south property. A formal site plan has not yet been prepared for this project but a rough aerial photo overview was prepared (Figure 1) to roughly indicate the location of the future home. The home will be positioned about 75 feet from the east property line, which lies along the top of the bluff, and because there is no access to the beach from this parcel, the actual ordinary high water mark could not be determined. It is estimated that the ordinary high water mark is about 20 feet from the east property line. This would put the homesite about 95 feet from the ordinary high water mark. The final shoreline buffer for this site will be about 85 feet to create a 10 foot building/impervious surface 1 • • 4.3 Jefferson County Habitat and Shoreline Designation Mapping The Jefferson County Critical Area and Habitat Maps viewed through the on-line mapping server indicate the presence of wildlife habitat south of the parcel covering much of the Port Ludlow area (see Figure 4). The mapping server also shows that the shoreline of this property is designated as Suburban (see Figure 5). 4.4 Critical Areas Identification, On-Site Review The shoreline waters of Jefferson County north of Port Ludlow are considered Fish and Wildlife Habitat Conservation Areas (FWHCA) because there is usage by many species listed endangered, threatened or sensitive by the federal and state governments. These species include Chinook salmon (Threatened), summer run chum salmon (Threatened), summer steelhead (Threatened) and bull trout among the fish species and orcas (Endangered) and humpback whales (Endangered) among sea mammals. Habitat for land animals on the federal list include marbled murrelets (Endangered), spotted owls (Endangered) and bald eagles (currently delisted due to recovery but still considered of importance) is mapped for this area of Jefferson County but there are habitats available only for bald eagles in this area because of the intensity of development along this area of Port Ludlow. An immature bald eagle was observed flying near the site during the May 28, 2013 site visit so use of the area by bald eagles is confirmed. There do not appear to be any nest trees in the immediate vicinity but there are a few potential perches along the shoreline community adjacent to this site. Eelgrass beds are mapped along the shoreline of this parcel extending both north and south according to the Department of Ecology Coastal Atlas. It is likely that most if not all of the listed species utilize the shoreline community of Port Ludlow for part of their respective life cycles. None of the terrestrial species appear to utilize the trees on the site and do not utilize the shrub community that dominates the bluff. The perching areas most likely used by eagles, herons, kingfishers and the like are located on the shoreline bank where there is thick tree and shrub cover. The trees on this property do not appear to have raptor nests so nesting is likely not occurring. The grand fir tree in the middle is not used for nesting or perching based on the lack of bird droppings at the base. Species exclusively found in the waters of Puget Sound/Hood Canal are utilizing the area at the base of the slope as part of their habitat. No wetlands, streams or waterbodies were found on or within at least 300 feet of the property. The beach was not accessed during the May 28, 2013 field visit because there is no access through the dense vegetation on the vertical bluff on this or nearby properties. A Google Earth photo is included in Figure#6 showing the steep nature of the bluff adjacent to this property. Coastal Atlas Shore photos collected of the site (Figure 7a and 7b) also indicates the steep bluff with a cobble/sandy beach that slopes gradually down from the ordinary high water mark into subtidal salt water. The portion of the beach adjacent to the sewage treatment plant several hundred feet south of the property was viewed during the field visit and was composed of cobbley-sandy beach that slopes down into the subtidal marine waters as indicated in the Coastal Atlas Shore photos. These beach conditions appear to extend 3 • • 6.0 CRITICAL AREA STEWARDSHIP PLAN MANAGEMENT PROPOSAL The Critical Area Stewardship Plan (CASP) requirements of the Jefferson County Code specify that the goal of the management plan "...is to maintain or enhance the existing functions and values of the associated watershed while addressing the needs and desires of the property owner." The proposed homesite is about 95 feet from the ordinary high water mark of Hood Canal Bay and there is good vegetation cover in most of the buffer area including the vertical bluff. The CASP proposal for this project will focus on enhancing the existing vegetation coverage by installing native plants in the outer 57 feet of the reduced buffer, which is composed of mowed lawn. Grading is proposed only for excavation of the home's foundation and no material will be placed in the reduced buffer. The removal of the two onsite trees is necessary to facilitate homesite construction and driveway access but no vegetation will be removed from the reduced buffer area. The existing vegetated buffer area is dominated by a mixture of young wild cherry trees, rhododendrons, shrub sized pines, salmonberry and salal so there is already good diversity in the buffer that extends down the face of the bluff. Plants proposed for the rest of the buffer will increase the diversity further and will include such species as shore pines, dogwood trees, vine maples, ocean spray, Nootka rose and snowberry with sword fern planted in the understory. The roses, ocean spray, snowberry and sword ferns will be planted across the buffer with the maples, dogwoods and pines scattered along the north and south edges so that the view can be maintained from the home. Follow up maintenance and monitoring is specified to ensure that the installed plants survive and grow per the prescribed performance standards, which include 90% plant survival rate and at least 40% cover by the native plants by the end of the proposed 3 year monitoring period. 6.1 Goals of the Shoreline Buffer Enhancement Typically, the goal of setback or buffer enhancement is to improve the vegetation community so that it provides a more protective buffer than current site conditions allow. In the case of this project, there is good vegetative cover in much of the reduced buffer and the goal of the plan is to supplement the existing vegetation by planting most of the mowed lawn area. The resulting buffer will have vegetation that extends from within 10 feet of the house down to the beach to provide long term protection for the saltwater shoreline habitat. The lawn will remain intact because its removal could result in significant siltation into salt water and the individual plants will be installed in the grass. The lawn grasses can be allowed to grow unmaintained but some removal around the installed plants may be necessary to ensure their survival. 6.2 Shoreline Buffer Widths and Final Contours The required shoreline buffer width is 150 feet from a Fish and Wildlife Habitat Conservation Area and through the GASP process the shoreline buffer is being reduced so that there is a distance of 75 feet between the future home and the top of the shoreline bluff. The ordinary high water mark is located at the base of the bluff, which is estimated to be about 20 feet from the east property line. A building setback of 10 feet is proposed around 5 • • necessary for species or individuals that cannot be found at local nurseries and all plant substitutions shall be approved by the project biologist prior to installation to ensure their site suitability. The project biologist will be on-site prior to installation of the plants to verify that the species, quantity, and sizes of the plants are correct and each plant is healthy and free of disease. 6.4 As Built Report After implementation of the enhancement plan, an as built drawing will be prepared using the approved site plan to document the location and number of the installed plants. The drawing will be accompanied by a report that provides details of the implementation including any substitutions made to the plant list due to unavailability. The as built drawing and report will be submitted to Jefferson County DCD within 1 month of planting plan implementation. The monitoring phase of the project will begin upon submittal and acceptance of the as built report, which will show the location of the plants installed using photos and maps, upon completion of plant installation. The as built drawing will be used in the three year follow up monitoring to track the changes in vegetative cover and document the survival rate of the plants installed as part of the enhancement plan. Photo stations will be established at several points around the enhanced buffer to include photos of the planted area and photos taken will be used to provide visual documentation of the changes that occur over the three year monitoring period and included in the as built report. The as built report will be submitted to Jefferson County DCD within a month of implementation. 6.5 Performance Standards Since this CASP proposal involves supplementing the existing high shrub vegetation cover- within the reduced shoreline buffer to improve the ability of the existing vegetation to screen noise and light generated at the home site, the performance standards essentially focus on the success of the installed and volunteer plants with regard to survival rate and percent cover. The following performance standards have been developed for this CASP: 1. Survival Rate-Every Monitoring Year • 90% survival of installed plants within the outer 57 feet of the enhanced shoreline buffer. 2. Percent Cover by Native Plants • Year One-at least 15-20% cover by installed and volunteer native plants • Year Two-at least 20-30% cover by installed and volunteer native plants • Year Three-at least 30-40% cover by installed and volunteer native plants 3. Non-Native Invasive Coverage-Every Monitoring Year-all planted areas • Less than 15% cover by non-native exotics, including but not limited to English ivy, Himalayan blackberry, and Scot's broom. 6.6 Monitoring Plan Monitoring will occur for a period of three years following installation of the plants to track the success of the project and to ensure that the performance standards and goals are met. Monitoring will take place at the end of the summers in Years 1, 2, and 3 (August or 7 • • shall be considered part of the planting plan and will not be removed, unless they begin to compete and cause widespread die-off of the installed plants. Removal of invasives may not be necessary after three years if the plants are growing well and there has been no problem with invasive plant species. Removal of trees that naturally seed in can be removed to preserve the view so small starts of wild cherry, red alder, western red cedar, Douglas fir, grand fir, etc. can be removed when observed. In addition, trees that grow up through the dense shrub cover along the bluff and on this property can be removed to preserve the view from the future home. Hand watering of the installed and volunteer plants will be necessary during the growing season and can be easily accomplished with a sprinkler at least twice per week. Hand watering of individual plants is also permissible using a hose from the future home. The installed plants may not require regular watering after the third year if they have proven successful in terms of survival and percent cover increases. 6.8 Contingency Measures Although the success of the plan is not ensured, it is likely to succeed because of the size and scope of the project. If for some reason the survival rate is less than 90%, plants that did not survive will be replaced with the same or a similar native species with the approval of the project biologist. Replacement will occur in the dormant season immediately following the growing season in which less than 90% survival was recorded. If at the end of the third monitoring year, the vegetation does not cover at least 40% of the buffer, additional plants may need to be installed. Maintenance activities will be continued for those replaced plants to ensure their survival. Monitoring may be extended by another year if the contingency plan is required. 7.0 PERFORMANCE BONDS Jefferson County requires performance bonds for buffer enhancement plans to ensure the work is completed if the current owners are unable to do so. The following amounts are based on the current costs for plants (per plant), hourly rate for labor and supervision, and total cost of monitoring by a qualified wetland biologist over the three-year period. Jefferson County DCD carries the bond and they will require submittal of the entire estimated amount for implementation and monitoring/maintenance phases as part of the project approval. Performance Bond Estimate-Implementation of Planting Plan 129-1 and 2 gallon containerized plants, labor & tax included (based on native plant nursery price list as per planting specs) $1,092.00 Cost for supervision of project biologist (estimated: 3 hours @$110/hr) Supervision of wetland grading and plant installation 330.00 As-Built design and letter 1,100.00 Total for Implementation Phase $2,522.00 9 • 9.0 REFERENCES Hitchcock, Leo C. and Cronquist, Arthur. Flora of the Pacific Northwest. University of Washington Press. 1973. 730 pp. Jefferson County Unified Development Code, Title 18, Land Use Districts, Chapter 18.25, Shoreline Master Program. Jefferson County Critical Areas Mapping Website. http://www.co.jefferson.wa.us/idms/mapserver.shtml Lyons, C.P and Merilees, Bill. Trees, Shrubs, and Flowers To Know in Washington and British Columbia. Lone Pine Publishing. 1995. 375 pp. Pojar, Jim and MacKinnon, Andy. Plants of the Pacific Northwest Coast; Washington, Oregon, British Columbia, & Alaska. Lone Pine Publishing. 1994. 527 pp. US Fish and Wildlife Service Wetlands Digital Data-National Wetlands Inventory. http://www.fws.gov/wetlands/Data/Mapper.huril Washington Department of Ecology Coastal Atlas Website. http s://fortress.wa.gov/ecy/co astal atl as/ Washington Department of Ecology Shoreline Photos Website. https://fortress.wa.gov/ecy/coastalatlas/tools/ShorePhotos.aspx Washington Department of Natural Resources, Forest Practices Application Review System website. http://fortress.wa.gov/dnr/app 1/fpars/viewer.htm 11 .-S r . i7 I i , ��7: { I I I "4. xx.+ ■ € .A'%Fi, g y' ;R= aYx. ' mt ,y g3 fi 3 R � I I v_ ._ I -- N PROPERTY BOUNDARY N PROPOSED HOME LOCATION-75' from east property line N ORDINARY HIGH WATER LINE—SALTWATER SHORELINE N EXISTING SHORELINE VEGETATION—Top of bluff to beach I N SHORELINE PLANTING AREA LIMITS (N 3,551 sq ft) I I FIGURE 1 'Wiltermood I /p\ 4Wivi if=== Associates, Inc. NORMS tMS 1015 S1P Harper Rd. A Port Orchard, WA 98367 (360) 876-2403 Map Output Page 1 of 1 • 0 FOREST PRACTICE ACTIVITY MAP TOWNSHIP 0 NORTH HALF undefined, RANGE 0 (W.M.) HALF undefined, SECTION 0 i ,. d .,.i._ _. , _Application #: FIGURE 2 CIE I t4 . e ti 1 \ --, \-• +4; ii, \\\ 11 Ilk\ r� 't i (----.., } 11915062 1915 ? r ‘ 1)) 1 -iiii\\\/ 'I. ` y S`Pu gat,Su a nil i llittll it (ir\4,, i I lit( i --'-\ t 91 F x+44 i t "),\\ \---'.11 I (17/4\ (-11 j Ii ( `55\ V ,- .-_- / ; F .. /1 f . 711 S f%.- Ji/ ---'- k--------/ -/I 7/ y i ....\ -/ �' d^ C____------ ,�'- ff �_' ~ `' G4 411 F j' /{' . ' ps t } .... - . = T� I 1 l � Jill ! 0Kt Please use the legend from the FPA Instruction or provide a list of symbols used. Friday,May 31,2013 11:50:14 AM NAD 83 Contour Interval:40 Feet http://fortress.wa.gov/servlet/com.esri.esrimap.Esrimap?ServiceName=fparsactbw&Client... 5/31/2013 • • 4) el r g FIGURE 3 N 03 e C i C C C7 N N W co E O .0 g O 2 W LL c s O. d a N 15 7 C E. .r j H .®Y m a co U. U. w w U. co cx IL1III gag s a: Ea i.e a£a Ord l ill. e a ill 4 a D£w a0 0 0 gl igg =`oE Z pO W vl S IIE v 6 te= a E E c a ag i s 0 6. IC fi N f co s i fi fr { i! re .43 to iiii .. .3m.., .,, 5..+,....e�,�,ea 4'—' III M • • FIGURE 4 JEFFERSON COUNTY HABITAT MAPPING Map obtained from Jefferson County Critical Areas Mapping Website. t nht , e . �^ 7 z- s.. a {{ t y t \ ____ ._ t sA att S; C E, i i :1 A..C. � 1 f - ,bey.V ¢'e t O d«. x @ L 1 ! is tip K 1 5{ C` S j` _ 'i ` �"; ,Y, k 4,-.t°If ' ,5 4-- SITE g f T`t °��5£��'-SchaorK.., ��a O 81. � ,�'t. 7.�»� I. ;�`..� 1 1 y I -N tiler'' , . -z `f pti 1 -,t •::'°,T--1- 3 0 Or ,,-a t 1,'°nRq a ! n l V / ' Orange circles indicate habitat area but maps do not indicate habitat present for individual species. The site is located just north of the habitat circles that are mapped in the Port Ludlow area. • • FIGURE 5 JEFFERSON COUNTY AERIAL PHOTO WITH CONTOURS Obtained from the Jefferson County Critical Areas Mapping We bsite f . n.. � s 4,.,„> ..'.as 1 ' t, it 99O4CO2s9 ""'"4.s 122 �f, i' — II L \ I I i Y i 1 - 31 Condon Lane ti `' I90610021S ''• ..1 _ , SrA'.�ctt2 a t— ',I '"` 3 i - -s„,co,r;:a :rs,-.micas Legend Red line=Suburban Shoreline Designation White lines = 10 foot contours. Brown lines =50 foot contours. 1 • FIGURE 6a GOOGLE EARTH SATELLITE PHOTO GROUND LEVEL VIEW 2010 Imago USDA Farm Service Agency Google-earth image 02013DigitalGloba -. Image 02013 Province of British Columbia eye al` 21 ft 0 This photo was downloaded from the Google Earth website to document the ground level view of the bluff below the proposed home on 31 Condon Lane. As this photo indicates,the bluff is nearly vertical but is very well vegetated with a mixture of shrub species. • FIGURE 7a WASHINGTON DEPARTMENT OF ECOLOGY COASTAL ATLAS PHOTOS 2001 t 1� 12 22 s - .. r ra= r s 5 .�, .Y { 11 ,-'.-,- -2.. 4 4, i w m n I • a� ,�. • I::' ----„rt-',.:'-c.'1'" .-'‘'-,-.'t-,.' ' -' *'-,:*4.2'.'''''','-}t, -/' £1 ti it t' Y ._t.-,'-''i 7P C s;4 1:,-.-4-.„,,,44 r Ykfi. .N J 0 �� �c� S � This 2001 shore photo documents that the current conditions of the site have been consistent over at least the past 12 years. The shore appears to be very well vegetated, which was verified during the May 28, 2013 site visit and photographs in Attachment#l. Building will take place in the lawn area between the homes to the north and south with some planting to take place on the uphill side of the vegetated portion of the shoreline buffer. • • FIGURE#7b WASHINGTON DEPARTMENT OF ECOLOGY COASTAL ATLAS PHOTOS 2006 6/23/2006 Ii':06 AM ,a r `.�#If. '�,. --- :. 1 �� d a8 : ,.-..r., i. '$ ter:. `',ymF " x av".t.-'-:f`.f5a°' ';„�d. .,,.g,.,� z s ' s-o- u •.. '`,`k..} ,ti 3. x.r. ,o .Y 40. x ;y ; This photo provides a slightly different view of the property than the 2001 photo because it is taken from the northeast of the site. It shows the extent of beach beginning at the base of the well vegetated bluff along the section of the shoreline on which this property is situated. • NT#1 ATTACHME OLYMPIC RIDGE CONSTRUCTION CONDON LANE LOT SITE PHOTOS This parcel is currently undeveloped and is situated between two existing homes at the north end of Condon Lane in Port Ludlow. It slopes down to the east from Condon Lane and is composed of mowed lawn with scattered trees and landscape plants on the adjacent lots run along north and south edges of the property. These photos document the conditions as looking down across the lot from Condon Lane. Photo#1 looks northeasterly along the west edge of the property toward the home to the north while Photo#2 looks down across the lot and Photo#3 looks southeasterly toward the home to the south. ; de ee ,i : '''''It e 4 P 9.. a Photo#1 Photo#2 Fer""4i o s r4 0.ii SAY,' T .i ,,� _t 6s x y# - x aF'I:-,40;c1:7,2-4 T m„ e4er ti4 Ii�C- 4 . �t. - .-- Photo#3 YMPIC RIDGE CONSTRUCTION ...:„4-,„,,.".-4.,;, NDON LANE LOT SITE PHOTOS These photos are taken from the vegetation fringe at the east end and look from south to north across this area to document the existing vegetation along the north and south edges of the property. The lawn area in the foreground of these photos will be planted with additional native trees and shrubs to supplement the existing onsite vegetation cover. Planting will take place up the slope in Photos 9 and 10 and will extend to within 10 feet of the future proposed home, which will be situated in the back: ound of Photo#10. i, F t Si`w, g:: 4 r r.:':-.,-.:"-1.,.4 t,,:, ,-:,_7,::':,-..-,:--:4,.-,-,1:*':3.21,'A.,4,-,*.4..,4.r.,-r-.r-',4.,.-414,-,,l,-.,,''1,,tt,,-A_,-,.4,;,,:,,i,* ,;:,-.Photo#8 •_ .,'`.-7.-1',,',-:"', Photo#9 Y J F C Y P . "«2' 7 `r 2g. � +. ��rye#' s ,�� z fed ix a 1; z iii r, ':13; ; xw+a. 1 "� tv �. vt .y-t � '. "*fir rz .;#• ' ^tai `3V '- '.. $a, 9 .. ".. :s`z � 5 Photo#10 Photo#11 S f'...:',;.. ` r 4 ` �.'. r �� � _ Pte. L F 4 g ti x t "* y., } s s% Photo#12 •YMPIC RIDGE CONSTRUCTIO• CONDON LANE LOT SITE PHOTOS The dense vegetation cover spans the entire width of the east end of the property with dense salal present at the northeast corner as indicated in Photos 19 and 20. Photo#17 looks down the vertical slope that begins right around the cedar on the right half. Photo#21 is taken from the northeast corner and looks back to the property to show the top of the two tallest trees on the property. The larger tree is the grand fir in the middle of the arcel while the smaller tree to then:ht is the hemlock at the west property line. Y rJ'r s iyy`rte^- 3r . .r 4 s y ' c „l , s r, k = „,,,-7,-'. � . i Aw�sp+. "tom ,.x' '„” * �; �} 'a Photo#17 Photo#18 ♦ Y7 t' T Ll�` ' F } �` .: t z v x ; ° 5 ' fA a,�r i w"',4 x` 3.rte � '4s a� �' # �"a " r s� 3 i .d fi SypAJ� ti ' r b t +� & F 4,,,'"'!".'!7,., �` 1 . :.e 1{ i- .• r., t �, + jr Y ,^ _ is f .. . r P to %, -- '� x .�-. .' +; br' fi Photo#19 Photo#20 9 B ''' '4-" & �M 4 Ns1 .. �. ..' Photo#21 1 Screen : 01 REAL PROPERTY MASTER Mode : INQUIRY Auto Roll : OFF Parcel # 000990400222 Ilko Cd 282109407231 411 PORT LUDLOW NO 1 AREA 2 Nbhd Cd 3331 LOT 22 Loc ID * Taxpayer Cd FRAN 7000 FRANZEL , SALLY E T/P Chg Dt 7/24/2013 * Title Owner T/P Chg Usr JA Tax Code 0231 Status TX TAXABLE Land Use 9100 VACANT LAND Affidavit 119599 Vol/Page / C/U Code COMPLETE ADDRESS WINDOW Taxpayer FRAN7000 SALLY E FRANZEL PHILIP A FRANZEL 3 BRIGADE HILL RD MORRISTOWN NJ 07960 -4920 Search Ke CMD 6: End Window CMD 7: End of Job Screen : 01 REAL PROPERTY MASTER Mode : INQUIRY, Auto Roll : OFF Parcel # 000990400222 4Ito Cd 282109407231 411 PORT LUDLOW NO 1 AREA 2 Nbhd Cd 3331 LOT 22 Loc ID * Taxpayer Cd FRAN 7000 FRANZEL , SALLY E T/P Chg Dt 7/24/2013 * Title Owner T/P Chg Usr JA Tax Code 0231 Status TX TAXABLE Land Use 9100 VACANT LAND Affidavit 119599 Vol/Page / C/U Code COMPLETE ADDRESS WINDOW Taxpayer FRAN7000 SALLY E FRANZEL PHILIP A FRANZEL 3 BRIGADE HILL RD MORRISTOWN NJ 07960 -4920 Search Ke CMD 6: End Window CMD 7: End of Job • . r 0N cb JEFFERSON COUNTY w DEPARTMENT OF COMMUNITY DEVELOPMENT & k 9-if ING1' Tue. Wed. Thur. Fri. ate: J /7 Time Received: _'5$ P m Mo Date: 1/2-/ / LD: 13 _ 035? Contact Name: a �ir Contact Number: 360 302... di S 6, ►caner: ��t AtJZ�G 206 ,ddress: YS Ca+*c't► Lo Jotes: 6g6wae AA * 3g'11)134 4- 13A11-106 Foundation Plumbing Framing Propane Tank Mechanical round Furance Setbacks Under-ground Framing Under g Gas Rough In Air Seal Above ground Footing g Stemwall Hydronic Exterior shear Exterior lines Oil Interior lines Ducts Interior shear Straps Hot Water Htr Appliance Post Hole Ventilation Underfloor Gas/Wood stove Insulation Man-Homes Final Inspection Setbacks Floor Foundation Wall Address Posted Ceiling 4,w °, JEFFERSON COUNTY ggSxrxoT°-z DEPARTMEN F COMMUNITY DEVELOPMOIT / So Date: 7 z, Time Received: 2,: 1te amj7 Mon. el Wed. Thur. Fri. Date: // BLD: !3 7/8 359 Contact Name: ! , L/a.)K6� Owner: Contact Number: 360 302,-O/5.4 Address: pq 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 )c Address Posted Block&Tile Ceiling - Inspections are required to be calle by 3:00 pm to receive an inspection the t day. Do to staffing issues, at this time,we can guarantee that you will receive an inspeclin the next day. day. Unless you receive a call from us, assume we will arrive on your requested inspection day. • You may leave an inspection request 24 hours a day, and Inspections are available from Monday through Friday. • We cannot determine the time we will arrive in advance. However, if you call our office the morning of your inspection,around 9:00 a.m.,we can give an estimate of when the inspector will arrive. Our general office phone number is 360 379-4450. • An approved set of plans are to be on site with building permit for all inspections. If permit and plans are not on site at time of inspection,a re-inspection fee must be paid prior to re-scheduling another inspection. • If no access, no inspections will be performed,and a re-inspection fee must be paid prior to re-scheduling another inspection. • Inspectors will not access a home that has personal affects inside when the owner is not present. • Commercial projects require 24 hour notice for inspection. .5t,:".501,7 5w ON c,c,64.. JEFFERSON COON• • DEPARTMENT OF COMMUNITY DEVELOPMENT e -14‘11/ Date: 3/27 Time Received: 9 28 Cawlpm Mon. Tue. Wed. Thur. Fr Date: BLD: 13 - 0035 Contact Name: `-1E CAsloxG� Owner: Contact Number: 360 3a2.-OiSG Address: 2$ raoh LP 206 Notes: 1 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 �4w45ON ooG� JEFFERSON COUNTY iltA Q- DEPARTMENT OF COMMUNITY DEVELOPMENT Date: ^ot Time Received: 'CL3 1 Ca-Wpm Mon. (el Wed. Thur. Fri. Date: 1-5- BID: I — 2j n Contact Name: ' 7 Owner: ` `" - � pL Contact Number: 360 322 D t Address: 2s" (A/l dh- 1-h 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 • • ��` ,, ooG JEFFERSON COUNTY w `` DEPARTMENT OF COMMUNITY DEVELOPMENT 1417\ 9'sXlN°2° Date: 0-21, Time Received: c; j am/7 Mon. Tue. Wed. d. Fri. Date: 2^2 BLD: `- --3\ Contact Name: Owner: - --.fl IA C- Contact Number: 360 Address: ).5- et-1/1-—L LIN 206 Notes: A6 , 6 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 7- Foundation Wall Address Posted Block&Tile Ceiling �fox ° JEFFERSON COUryN� Q DEPARTMEO F COMMUNITY DEVELOPMENT 'kiNo Date: ;7/1"ime Received: /C /7 an/pm Mon. Tue. Thur. Fri. Date: `L 2 Co BLD: 13 - 3 S-'? Contact Name: J ©-- Owner: Contact Number: 360 ' 02 ,0 Address: L5 c oGJ.Dor. 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground P< 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 e 45ON cb JEFFERSON COUNT DEPARTMEN F COMMUNITY DEVELOPMOT Date: Time Time Received: `0:33 (913m Mon. Tue. Wed. Thur. Date: Z/Z/ BLD: /3 O ',35, Contact Name: Owner: Fi2A Lae c. Contact Number: 360 . Z....- 0/54 Address: 2-6 Georpcia La 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks ynder-ground Framing Under ground Furance Footingeltivs5 ✓ 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.S. - - • ,..*.1Z4e:A....,. -41, ,.. . ......—-.....s•:.-...-c. ....,.....;,...„..,,...,- - R:Vgrre•4:44a ':5-,':A ' ..,. .4a Date_*_____'time received iya.07 i am piOn Mon. TueS.. BLD: 2 - 00359 . Date: Z.I/2.> - . OWNER: fiZiatti-El•-• - - Contact Narrie.-. 6 1(14 10‹.6f-0 - - ADDRESS: .2. Ce..),o1:4,....5 Li..s Contact Number.360 .54.'Z- 206 •, Notes: - . - . . . Foundation Plumbing - Framing' . Propane Tank- Mechanical '. Setbacks - Under-ground Framing Under ground _ Furnace Footing Rough in Air seal Above ground • Gas Stemwall X _ Hydronic Exterior shear Exterior lines Oil Straps Interior shear Interior lines • Ducts A Post Hole • Ventilation Appliance •• •• Underfloor _ Gas/wood stove Man-Homes -Setbacks . - Insulation . Final Inspection— „.1 • Foundation- . Block&lie floor wall ceiling. . Address Posled - s ��� �¢S°x cOG� JEFFERSON COUN • 4. �9SW DEPARTMENOF COMMUNITY DEVELOPMENT Date: (pJ/d Time Received: 93& pm Mon. Tue. C-60 Thur. Fri. Date: k-11 BLD: L;_gs°q Contact Name: Owner: Contact Number: 360 3j2., Q1 Slo Address: 5r Condom Z.-Ai 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground X 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 ,«4SON °oe,, JEFFERSON COON• • J DEPARTMENT OF COMMUNITY DEVELOPMENT /L 0 9sx Date: 6 2) Time Received: /oc.5.-- am/V Mon. C Wed. Thur. Fri. Date: 6, -/ 7-1 BLD: 13- 3 Contact Name: Owner: Fro-%2e1 Contact Number: 360 3oz. 0( k, Address: , "-- co..);00/3 Li 206 Notes: CIA / APUrCAS v cj 3 Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing )S Under ground Furance Footing Rough In Air Seal X. Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear— K 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 0 44,0, ‘ JEFFERSON COUNTY -- `1 DEPARTMENT OF COMMUNITY DEVELOPMENT Q ' Date: ( —Z Z Time Received: SY6 tri9pm Mon. Tue. Wed. `! Fri. Date: I --23 BLD: 13 — 3rce Contact Name: Owner: Contact Number: 360)b2.o/S"- Address: 2_5--' cs:,.,,e)ov. _j.i 206 Notes: --P,'-62 Cpii pDr Foundation Plumbing Framing Propane Tank Mechanical Setbacks X Under-ground Framing Under ground Furance Footing )1- 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 • S Jefferson County DCD Building Division Correction Notice PERMIT NUMBER /3- 95:9 OWNER PIt/J/07 g , JOB LOCATION 2� �,o IIS tJ LA) Inspection of this structure has found the following violations: • _ "-KG ,P ar AO , ii541.,: .:70 • * - L/ 1 - 4: gerfr.VA3 L€C-rGc,e,4-' A t �,/T� e F Sii J-, i,iIQ 4 6 You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date j� I nspect.,/INSPECTION IVI ION(360)379-4450 N NSPECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE IN . Jefferson County Building ivision Permit Number: BLD13-00359 Applicant: FRANZEL BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 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 day's 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 1.24,1, Erosion Control -21- 141 ...1-G Foundation Footing / _2,4,�� V US �-osAy O er oK .��� ,, '')-li ,f� % "�. 4 Footing Drains 1-/z1/14 X C- Foundation Stem Wall "� , / ,l/ 3 i 4Ae14e OK 3/z6+4, d P sr hiA�.� 443/'2944- Underground Plumbing 42‘� .,f / Under Floor Framing G Straps(hold downs) *14 7/ dlf Ext.Shear Wall Nailing c... Rough-in Plumbing 70# 'Q/� Shower Pan 7ixi/� Framing OH Blocking VI/ /Airseal 4 tr Insulation:Walls 7/07 1 G Insulation:Floors 7/ L/ k-10 Evil oil Insulation:Ceiling t0i) °/ Vat,1 / t) 7/Mit lip Int.Shear Wall Nailing �` 4 Wallboard Nailing 7 ",//i/ Of Gas Line: Interior Gas Line:Exterior WIIN Al Propane Tank 16/4/MI / �. Heat/Chimney Clearance /AM �/ Mechanical Systems im �,/'Duct Test Cert -6_l �/fy' Blower Airtight Test /6 1_1 Smoke&CO2 Drywell/Alt Drainage to (� 7A ©l< -/1 /19 f Address Posted 11///q I / • I FINAL INSPECTION tO'ltr FINAL INSPECTION ST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR S • CONDITIONS for Building Permit# :BLD13-00359 1.) An Engineered Drainage Plan dated October 22, 2013 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. 2.) 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. 3.) The site plan as submitted with the NSFR w/Attached Garage application on November 7, 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 December 5, 2013 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 4.) JMP 5.) The applicant shall comply with the provisions of the Critical Areas Stewardship Plan (CASP) prepared by Wiltermood Associates, Inc. dated June 5, 2013. 6.) The applicant shall comply with the conclusions (page 6)of the Geotechnical Report prepared by Development Engineering, PLLC dated May 27, 2013. \\tiriPmark\riata\fnrmc\F RI 11 PPrmit Rlrin mt 19/1(1/9(113 BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD13-00359 Received Date: 11/8/2013 SITE ADDRESS: 25 CONDON LN Issue Date 12/10/2013 PORT LUDLOW, 98365 Expiration Date 12/10/2014 OWNER: SALLY E FRANZEL PHONE: 360-821-9063 PHILIP A FRANZEL 3 BRIGADE HILL RD MORRISTOWN NJ 079604920 PORT LUDLOW NO 1 AREA 2 SUBDIVISION: Block: Lot: 22 PARCEL NUMBER: 990400222 Section: 9 Township: 28 N Range: 01 E CONTRACTOR: OLYMPIC RIDGE INC PHONE: 360-302-0156 15940 LINDSEY LANE POULSBO WA 98370 Contractor's License OLYMPRI986NA Expires 11/8/2014 PROJECT DESCRIPTION: NSFR W/ATTACHED GARAGE - Shoreline Exemption (copy to State Agencies) TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,213 VALUATION 450,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: 976 HEAT TYPE: OCCUPANCY: UNHEATED: 262 #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: CONST TYPE: DEGE' 265 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: 68700 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $3,477.00 MEB 11/07/13 145538 Exist: Exist: Plan Check $2,260.05 MEB 11/07/13 145538 Prop: 2 Prop: 3 State Building Code $4.50 MEB 11/07/13 145538 Total: 2 Total: 3 Potable Water Application $66.00 MEB 11/07/13 145538 Total: $5,807.55 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 • S yr�s co JEFFERSON COUNTY WGam{ DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.00jefferson.wa.us/communitydevelooment �s, o� Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd aco.iefferson.wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center December 10, 2013 SALLY E FRANZEL PHILIP A FRANZEL 3 BRIGADE HILL RD MORRISTOWN NJ 07960-4920 RE: SITE ADDRESS: 25 CONDON LN CASE#: BLD13-00359 Dear SALLY E FRANZEL: Jefferson County Department of Community Development staff have received the documents recorded with the Auditor's Office and the completed cash deposit form with a check for critical areas stewardship plan bonding. You are now authorized to begin the work approved under this critical areas stewardship plan, assuming all other required permits have been obtained. Please call the Department of Community Development(360-379-4450) if you have any questions. Sincerely, 3 l 'y. . 'L LPL'. 4e �� Y 1 f( Department of Community Devel•pment St. c: File JOE KLINKER \\tidemark\data\forms\F_CSP_Stagel App.rpt 12/10/2013 580907 POO : 5 NT I T 12/10/2013 01,59 PM $76.00 JOE KLINKER Jefferson County WA Auditor's Office - Donna Eldridge, Auditor 1111 1%4.10105 Wyk 11111 When recorded,return to: Jefferson County Department of Community Development Development Review Division 621 Sheridan Street Port Townsend,Washington 98368 Attn:j 'L RESTRICTIVE COVENANT (NOTICE TO TITLE) Grantor(s): 121/■AALF QN I�,t-�L AG S ra i ej Grantee: Jefferson County Department of Community Development THIS RESTRI TN COVENANT/4s made an entered this (0Th day of PeCti44b 20 ,by i p ct vl ( ail?_t i hereinafter referred to ask"Grantor(s),"the le 1 d equitable owners of the real property described herein. A. RECITALS 1. Legal Description: This Restrictive Covenant shall affect and restrict the real property("the property") legally described as follows: Parcel Number(s) vl nn /�C1 0 Li V 0 2 Staff Verification Section Township 1--6;4 N Range Subdivision pt 1 t t_Lo'LJ I J p ( P.Gt 7i Block Lot(s) 7,-7, Property Address CO in--ti—n1 E L.4-t , Wk L A.fir no 2. Critical Areas Stewardship Plan Application. The Grantor(s)have applied or will apply for a critical areas stewardship plan permit through the Jefferson County Department of Community Development("the County"). In consideration of approval by Jefferson County Department of Community Development of the following permits or applications: 6(4 I� — 00� � C GP I9) btu lb()'� 3. Purpose. For purposes of complying with Jefferson County land use codes and ordinances,the Grantor(s)shall provide mitigation as described in the approved critical areas stewardship plan. The , critical areas stewardship plan approval is for construction of I , �. - (,/y-i yLC,c� Implementation of the critical areas stewardship plan will require Grantor(s)to post a performan e bond (or other form of surety)that runs with the land until released by Jefferson County and to provide annual monitoring reports to Jefferson County. Failure of Grantor(s)to comply with any of the critical areas stewardship plan requirements will result in Jefferson County intervention to ensure compliance with the approved plan. Restrictive Covenant Critical Areas Stewardship Plan Page 1 of 4 • • • 4. Assurances to County. The Grantor(s)desire to assure the County that the critical areas and associated buffers described above shall remain protected as part of the improvements to be constructed upon the property. NOW, THEREFORE, in consideration of the benefits derived by this Restrictive Covenant,the Grantor(s)declare, covenant and agree as follows: B. TERMS AND CONDITIONS OF THE COVENANT 1. Specific Restriction and Covenant. A critical areas stewardship plan has been prepared for the property described above and mitigation,as described in the approved plan, shall be implemented by the Grantor(s). An original copy of the CASP is attached to this document. The mitigation area identified in this Restrictive Covenant is to be protected from the proposed development and future land use activities on the property,as specified in the approved plan. The Grantor(s)have posted a performance bond that cannot be released until the mitigation has met the Critical Areas Stewardship Plan goals, objectives, and performance standards. This Restrictive Covenant shall not be removed unless such an action is approved by the County. 2. Covenant Running with the Land. This Restrictive Covenant and CASP affects and restricts the described property and shall be construed as a covenant running with and touching and concerning the land and inuring to the benefit of the Grantor(s),the public generally, and the County. 3. Binding upon Successors and Assigns. This Restrictive Covenant shall bind and restrict the land,the Grantor(s),their heirs, grantees, successors and assigns, and shall"run"with the land in perpetuity. 4. Recording. Upon its execution,this Restrictive Covenant and CASP shall be recorded with the Jefferson County Auditor. All contracts and deeds or other instruments of conveyance relating to the property or any part thereof shall contain reference to this Restrictive Covenant. 5. Enforcement. The County shall have the right to enforce and compel compliance with this Restrictive Covenant, including all remedies available at law and equity. The County shall have the right in any such proceeding to recover its attorney fees and costs. 6. Compliance with Code Requirements. This Restrictive Covenant does not amend or modify,nor is it intended to amend or modify any requirements of the County's ordinances or any other law or regulation dealing with or affecting the use of land or construction of improvements upon lands. 7. Estoppel. The Owners by this Restrictive Covenant specifically estop themselves and all of their successors and assigns and all persons presently or hereafter having any interest in the property from asserting or contending in any manner that this Restrictive Covenant is not a full and adequate covenant running with the land and binding upon the property. 8. Severance. Invalidation of any section or text of this Restrictive Covenant by judgment or court order shall not affect any of the other sections or text which shall remain in full force and effect. 9. Warranty of Authority. The Grantor(s)signing below warrant that they are the sole Owners in fee of the real property described above and are authorized to make this Restrictive Covenant and so bind the property. Restrictive Covenant Critical Areas Stewardship Plan Page 2 of 4 1 • • 10. Governing Law. This RESTRICTIVE COVENANT shall be governed by the laws of the State of Washington and venue for any litigation or dispute arising from it shall be solely in the Superior Court In and For Jefferson County. 11. Disclaimer. Since no survey was submitted as part of your Restrictive Covenant,the County accepts no liability for what facts a survey might have revealed. A survey could have revealed that a structure or improvement believed to be on the grantor's property is, in fact, located wholly or partially upon someone else's property or upon property that is not the subject of this application. But, in the absence of a survey, the GRANTOR bears sole responsibility if such a problem arises and will hold the County harmless and indemnify the County in a manner consistent with Section 14 should any claim,action or lawsuit be made or brought against the Grantor(s)relating to information that a survey would have or should have revealed. 12. Access. Grantor(s)authorize and permit Jefferson County to access the property for the sole purpose of implementing the CASP, including,but not limited to, monitoring of the Grantor(s)' compliance with the terms and conditions of the CASP. Jefferson County will give the Grantor(s)reasonable notice ahead of its intent to access the property. 13. Costs. The expenses and costs associated with implementing and maintaining the CASP shall be borne exclusively by the Grantor(s). 14. Hold Harmless/Indemnification. The Grantor(s)shall hold the County harmless and indemnify the County should any claim,action or lawsuit be brought or made by a third-party against Grantor(s)arising from Grantor(s)' implementation or undertaking of the terms and conditions of the CASP. This hold harmless and indemnification requirement shall require the Grantor(s)to pay for all attorneys' fees, court costs and other costs connected with the claim,action or lawsuit. This hold harmless and indemnification requirement shall not apply to the sole negligence of the County. Restrictive Covenant Critical Areas Stewardship Plan Page 3 of 4 • Dated t,'s 1P.' day of �a c zsu ,20 1.'S . /it • Owner Owner STATE OF WASHINGTON) ) ss COUNTY OF JEFFERSON) ff On this day personally appeared before me, Sal I frcvn Z€. 1 ,to me known to be the individual described in and who executed thb within and foregoing instrument, and acknowledged thaihe signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned. haf Given under my hand and official se thi day of GQ,t1 /L 20 13. PAULA ZIMMERMAN C .��. � NOTARY PUBLIC NOTARY PUBLIC in . ►d for the State of Washington residing 4 STATE OF WASHINGTON ate-T©u�-n COMMISSION EXPIRES • r MAY 19. 2017 My commission expires: sl(Cl/I 7 Approved: tAdaL l'614& 10 ADC Administrator Date Restrictive Covenant Critical Areas Stewardship Plan Page 4 of 4 • CRITICAL AREAS STEWARDSHIP PLAN (GASP) DESCRIBING MITIGATION, INCLUDING FIVE (5) YEARS OF MAINTENANCE AND MONITORING, IS FILED WITH JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNDER NititCiD 1 - 1 (SHEET 5 - ATTACHED TO RESTRICTIVE COVENANT FOR CASP) ��g"$ON b • 0 JEFFERSON COUNTY ,' DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street • Port Townsend • Washington 98368 4.,/49:4-ING`SO 360/379-4450 360/379-4451/ 51 Fax CASH DEPOSIT TO JEFFERSON COUNTY Applicant: t . Lt. ,r S . a ,! t/ j Type of Project: /� ej � Site Location: �/> C , t l 6 P'. L` Parcel Number: q°1 0 `t CO ,G t - MLA Number: CSP Number: / �) '006)O ?� Receipt Number:_ /n Guarantee Amount:S1, ��,� The APPLICANT hereby authorizes that the sum of$ ► -----son County Department of Community Development to secure for����n�the e kept on deposit with the Jefferson County payment of fees and other amounts required in connection with the above-referenced project. APPLICANT'S performance of certain work and THE CONDITION OF OBLIGATION is that: 1. The APPLICANT has executed an "Agreement" entitled Critical Areas Stewardship Plan (CASP), a copy of which is attached hereto and incorporated herein by this reference. 2. Under the provisions of the Agreement, the APPLICANT is required to furnish a guarantee to secure the APPLICANT'S compliance with the terms of the Agreement. IT IS FURTHER EXPRESSLY PROVIDED that: 1. Until written release of this obligation by Jefferson County, this cash financial guarantee may not be terminated or cancelled by the APPLICANT for any reason. 2. The obligation of the APPLICANT shall not be discharged or affected by any amendment of the approved plans used for development of this real property. 3. Upon failure of the APPLICANT to perform any of the terms of the Agreement, Jefferson County may use the funds to complete the work and pay outstanding fees and other amounts. The APPLICANT shall have no duty or right to evaluate the correctness or appropriateness of Jefferson County's determination that requirements have not been satisfactorily completed. Any unexpended funds shall be returned to the party designated below upon completion of the terms of the Agreement. 4. The APPLICANT'S obligation to perform the work or pay fees and other amounts is not limited to the amount of this cash deposit. 5. In the event that this project becomes part of an incorporated area, Jefferson County may transfer its rights and obligations under this cash financial guarantee and the attached Agreement to any successor jurisdiction without notice to the APPLICANT. 6. Interest on this cash deposit shall be retained by the County to cover administrative costs associated with this deposit. above-referenced fluids ha een received by Jefferson County. an employee of Jefferson County, certify that the APPLI T,_ � li( / till 0 3 e_ �-7 �� -z"E L(Signature) / (Date) (Print Name) 2 5 Co v\clvv\ La.V\2 360 - 4 S 1 - `-O 9-S (Ad,dress) Vo Q?.7 i--.u, LO tRi ■lv `,5s3 6 (Phone Number) i It is the APPLICANT'S responsibility to notify Jefferson County of any changes in address and telephone number. Upon release of this cash deposit,the funds are to be returned to Sew\ .4., P k.1\\\k.\r) K-S CwA.ZQ, at the following address: 5 COv'vc N Ll9.\j o ok-A: l_vdLlUk-t) WPt . `k%3 6 S State of Washington,County of Jefferson / I certify that I know or have seen satisfactory evidence that Si.I i T rcvVI 7 ' I this instrument and acknowledges it to be his/her free and voluntary act-for the uses and purposes mention in this instrument signed (Notary Seal or Stamp) Dated: I o< /1 0/13 PAULA ZIMMERMAN Notary Public Signature: I-aLt...LJZ-z-._ -'2�yy NOTARY PUBLIC � _ STATE OF WASHINGTON Title: niO i A_ R._\/ ' COMMISSION EXPIRES / MAY 19. 2017 My Appointment Expires: S b e/ / LQ0 t ■ • • :N 00 JEFFERSON COUNTY G�� DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.cojefferson.wa.us/communitydevelopment off Tel:360.379.4450 I Fax:360.379.4451 I Email:dcdco.iefferson.wa.us SNINGt Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center December 10, 2013 SALLY E FRANZEL PHILIP A FRANZEL 3 BRIGADE HILL RD MORRISTOWN NJ 07960-4920 RE: SITE ADDRESS:25 CONDON LN MLA#: BLD13-00359/CASE#: CSP13-00003 Dear SALLY E FRANZEL: Jefferson County Department of Community Development(DCD) staff has reviewed your application and has approved the critical areas stewardship plan (CASP) per the attached Type I permit. The CASP permit is not an authorization to proceed with your proposal, and no development or other ground-disturbing activities shall begin until all of the permitting requirements outlined below have been completed. After the items listed below have been submitted to and approved by DCD, a letter authorizing you to proceed with activities approved under this CASP permit will be issued. To receive an authorization letter from DCD, submit the following: 1. Enclosed is a Notice to Title form that needs to be signed and notarized prior to returning the form to DCD for signature. After DCD has signed the completed form, the Notice to Title then needs to be recorded at the Jefferson County Auditor's Office and the recorded paperwork must be returned to Jefferson County Department of Community Development. Please note that there is a recording fee that must be paid to record this Notice to Title. 2. Jefferson County requires a performance bond for mitigation. Also enclosed is a Critical Areas Bond Quantity Worksheet, which shows the amount of the mitigation performance bond, and a cash deposit form. Return the signed and notarized Cash Deposit form to DCD along with a check for the total amount of the mitigation performance bond. To continue with the GASP permitting process and permit review of other approvals required by this Department, please submit the requested information to Jefferson County Department of Community Development by March 10,2014. Failure to submit the requested information to Jefferson County Department of Community Development within the ninety (90)calendar day period or request additional time may delay initiation of activities approved under this CASP permit and may result in a delay of processing other permits relating to the proposed project. Please call the Department of Community Development if you have any questions. Sincerely, Department o ' a unity Deve•pment Staff c: File • JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT APPLICANT: SALLY E FRANZEL PHILIP A FRANZEL 3 BRIGADE HILL RD MORRISTOWN NJ 07960-4920 DATE ISSUED: December 09, 2013 DATE EXPIRES: Quzrr'br►'09,20 hq MLA NUMBER: BLD13-00359 PROJECT PLANNER: Donna Frostholm PROJECT DESCRIPTION! CASP FOR NSFR W/ATTACHED GARAGE (BLD13-00359) PROJECT LOCATION: Parcel 990400222, Section 9, Township 28 N, Range 1 E, Port Ludlow No 1 Area 2 Lot 22, Condon Lane, Port Ludlow CONDITIONS: 1.) This CASP permit is a conditional approval requiring the applicant to record a Restrictive Covenant with the Auditor's Office and to post a performance bond with.DCD. Work on this project shall not begin until DCD provides a letter stating that both of the above have been completed and that the applicant is authorized to proceed. 2.) The applicant shall implement the approved CASP(prepared by Wiltermood Associates, Inc). Failure to implement the CASP shall result in DCD accessing the property to maintain and monitor the mitigation area, and using funds from the performance bond to conduct the work. Any work competed by DCD to implement the CASP shall reduce the amount of the performance bond returned to the applicant at the end of the monitoring period. 3.) An as-built shall be submitted to DCD for review and approval within 60 days of plant installation and prior to building final. A BUILDING FINAL CERTIFICATE OF OCCUPANCY SHALL NOT BE ISSUED UNTIL DCD HAS APPROVED THE AS-BUILT. 4.) Each of the five annual monitoring reports shall be submitted to DCD no later than October 31 of each monitoring year. If ALL of the performance standards have been met for the first three years, then a Year 4 monitoring report may not be required. In either case, a Year 5 monitoring report shall be required. 5.) Work within the fish and wildlife habitat conservation area buffer other than as described above (and as shown on the attached site plan)shall receive separate review from DCD. 6.) Construction shall be conducted in a manner that does not cause degradation of critical areas. 7.) The applicant shall adhere to the conditions specified in the building and shoreline exemption permit (BLD13-00359). 8.) Plants shall be installed east of the house and west of the existing vegetation line, as shown on the approved site plan. FINDINGS: 1.) The Administrator finds that this application complies with applicable provisions of the Unified Development Code,all other applicable ordinances and regulations, and is consistent with the Jefferson County Comprehensive Plan and Land Use map. 2.) The proposal is to construct a single-family residence within a 150-foot-wide fish and wildlife habitat conservation area buffer. A critical areas stewardship plan (CASP) prepared by Wiltermood Associates, Inc (dated June 5, 2013)was submitted at the time of site plan approval advance determination permitting (MLA13-00085/ZON13-00025). This report has been reviewed and approved by DCD except that monitoring shall be required for five years. If ALL performance standards from the first three years of monitoring are met, then a Year 4 monitoring report may not be required; however, a Year 5 report shall be submitted. 3.) A CASP permit is a conditional approval. Prior to beginning any activities approved by this permit, the applicant is required to record a Restrictive Covenant with the Jefferson County Auditor's Office and post a critical areas performance bond with DCD. Work on this project is not to begin until DCD sends a letter stating that both of these have been completed. . • 4.) The applicant is required to implement the approved CASP, which includes maintaining and monitoring the mitigation area. Failure to submit an as-built and/or monitoring report by the due dates may result in the County using funds from the performance bond to implement the CASP. In this case, the amount of the perforamance bond returned to the applicant at the end of the monitoring period would be reduced accordingly. 5.) The findings presented in the building and shoreline exemption permit(BLD13-00359)also apply to this CASP permit. 6.) NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that"takes" listed species(defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. Portions of Jefferson County, including marine waters, are included as"critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: -All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters - Remove minimal vegetation for site development, especially large trees -Allow trees that have fallen into surface waters to remain there - Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet(1/8th of a mile)of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take"and describes the possible legal consequences when a"take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service(http://www.fws.gov/pacific/eagle/)to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species"taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. APPEALS: Pursuant to RCW 36.70C,the applicant or any aggrieved party may appeal this final decision to Jefferson County Superior Court within twenty-one(21)calendar days of the date of issuance of this land use decision. For more information related to judical appeals see JCC 18.40.340. SIT 1 •ministrator BLD13-00359 \\tidemark\data\forms\F_MLT_IssuePermit_U.rpt 12/9/2013 Page 2 of 2 • Co�q� N r IP' Z 0h o u, he o S M IT Q .....\,,, 9 Q mcn -o o 16 , o n o n 7�I oo E 0.(1.,-v O ~ o o.S (A) *<' ( \ g Lli al o In a �'. r �l� o ' i _" m _ A Er 3 n x° -�+ 0 Ike /--—_'•—--� ; COA .- o yi �' + s f0 to _i. —• s 3 1. 7- i rf x d� ' s O t0 O �/1 C t0 a* 1 x �a 4u ° rn Q 3 tD t0 O� r tx�, t r "z','a.Cr o ! m _ F M�fi a e � ' a 0 tn' m .p} C V a rx ee -r � -�aps � o p i� } �— rn z Cl Oaf (0 3 ?' ., #' „ r^ ' .= ,: (A c-co 1.0 n 0 -J �+ ...-..*-1111414)■... co Sewer ser ent o° ofo _______ 10 a ' -_ o c-u'a co '__ —mss�� ' I �p t.Se r Main 0 3 Q y a- fl. -- al 0 "-+— w of I -� xi r-I C -o o j45Eat� _ -- m.14 o us ZZ3 c`so 3 O — I (0 — n 7r o ] -- 0 0 o N , 0 -`O �-- fi O ror a"N D r. -'/ o/ti co -....s n %1 n''CO G2 _„---- a.TA i t$ b P�Mx.- /re*. r l+�to = Pd�Be�lep F r c a r ll l ltt " tg°"'�Y to "`f 00 Mon* in It _w r $ ; !. yy- . r`?) � ` a� , • 0 ` z� IJ n {Q ■ st w '! r ► don_ 1=3~ iglu Condon(t3.0 mz fnI.,a gy- n � co of . -cs a 4 � 4111 110 When recorded,return to: Jefferson County Department of Community Development Development Review Division 621 Sheridan Street Port Townsend,Washington 98368 Attn:T"0Y1/14/0_ f RESTRICTIVE COVENANT (NOTICE TO TITLE) Grantor(s): 11.t,Lt " 04/ Sa, L TVA e=1 Grantee: Jefferson County Department of Community Development THIS RESTRICTIVE COVENANT is made and entered this day of 20 , by hereinafter referred to as "Grantor(s),"the legal and equitable owners of the real property described herein. A. RECITALS 1. Legal Description: This Restrictive Covenant shall affect and restrict the real property("the property") legally described as follows: nn 0 Parcel Number(s) CIO 0 `'t 00 Z 2� Staff Verification Section Township 2-4-4 N Range f% Subdivision pr- 'k (A.A.-,-L&) lI p t Aire c 7i 14444, Block Lot(s) Property Address 2 l--AC Y1 I i J — (a,t 2. Critical Areas Stewardship Plan Application.The Grantor(s)have applied or will apply for a critical areas stewardship plan permit through the Jefferson County Department of Community Development("the County"). In consideration of approval by Jefferson County Department of Community Development of the following permits or applications: 6(y° 1 1 2 - 0 O GS 3. Purpose. For purposes of complying with Jefferson County land use codes and ordinances,the Grantor(s)shall provide mitigation as described in the approved critical areas stewardship plan. The , critical areas stewardship plan approval is for construction of ,, ' L i. Implementation of the critical areas stewardship plan will require Grantor(s)to post a performan e bond (or other form of surety)that runs with the land until released by Jefferson County and to provide annual monitoring reports to Jefferson County. Failure of Grantor(s)to comply with any of the critical areas stewardship plan requirements will result in Jefferson County intervention to ensure compliance with the approved plan. Restrictive Covenant Critical Areas Stewardship Plan Page 1 of 4 • 4. Assurances to County. The Grantor(s)desire to assure the County that the critical areas and associated buffers described above shall remain protected as part of the improvements to be constructed upon the property. NOW,THEREFORE, in consideration of the benefits derived by this Restrictive Covenant,the Grantor(s)declare,covenant and agree as follows: B. TERMS AND CONDITIONS OF THE COVENANT 1. Specific Restriction and Covenant. A critical areas stewardship plan has been prepared for the property described above and mitigation, as described in the approved plan,shall be implemented by the Grantor(s). An original copy of the CASP is attached to this document. The mitigation area identified in this Restrictive Covenant is to be protected from the proposed development and future land use activities on the property, as specified in the approved plan. The Grantor(s)have posted a performance bond that cannot be released until the mitigation has met the Critical Areas Stewardship Plan goals, objectives, and performance standards. This Restrictive Covenant shall not be removed unless such an action is approved by the County. 2. Covenant Running with the Land. This Restrictive Covenant and CASP affects and restricts the described property and shall be construed as a covenant running with and touching and concerning the land and inuring to the benefit of the Grantor(s),the public generally, and the County. 3. Binding upon Successors and Assigns. This Restrictive Covenant shall bind and restrict the land,the Grantor(s),their heirs, grantees, successors and assigns, and shall"run"with the land in perpetuity. 4. Recording. Upon its execution,this Restrictive Covenant and CASP shall be recorded with the Jefferson County Auditor. All contracts and deeds or other instruments of conveyance relating to the property or any part thereof shall contain reference to this Restrictive Covenant. 5. Enforcement. The County shall have the right to enforce and compel compliance with this Restrictive Covenant, including all remedies available at law and equity. The County shall have the right in any such proceeding to recover its attorney fees and costs. 6. Compliance with Code Requirements. This Restrictive Covenant does not amend or modify,nor is it intended to amend or modify any requirements of the County's ordinances or any other law or regulation dealing with or affecting the use of land or construction of improvements upon lands. 7. Estoppel. The Owners by this Restrictive Covenant specifically estop themselves and all of their successors and assigns and all persons presently or hereafter having any interest in the property from asserting or contending in any manner that this Restrictive Covenant is not a full and adequate covenant running with the land and binding upon the property. 8. Severance. Invalidation of any section or text of this Restrictive Covenant by judgment or court order shall not affect any of the other sections or text which shall remain in full force and effect. 9. Warranty of Authority. The Grantor(s)signing below warrant that they are the sole Owners in fee of the real property described above and are authorized to make this Restrictive Covenant and so bind the property. Restrictive Covenant Critical Areas Stewardship Plan Page 2 of 4 • 10. Governing Law. This RESTRICTIVE COVENANT shall be governed by the laws of the State of Washington and venue for any litigation or dispute arising from it shall be solely in the Superior Court In and For Jefferson County. 11. Disclaimer. Since no survey was submitted as part of your Restrictive Covenant,the County accepts no liability for what facts a survey might have revealed. A survey could have revealed that a structure or improvement believed to be on the grantor's property is, in fact, located wholly or partially upon someone else's property or upon property that is not the subject of this application. But, in the absence of a survey, the GRANTOR bears sole responsibility if such a problem arises and will hold the County harmless and indemnify the County in a manner consistent with Section 14 should any claim, action or lawsuit be made or brought against the Grantor(s)relating to information that a survey would have or should have revealed. 12. Access. Grantor(s)authorize and permit Jefferson County to access the property for the sole purpose of implementing the CASP, including, but not limited to,monitoring of the Grantor(s)' compliance with the terms and conditions of the CASP. Jefferson County will give the Grantor(s)reasonable notice ahead of its intent to access the property. 13. Costs. The expenses and costs associated with implementing and maintaining the CASP shall be borne exclusively by the Grantor(s). 14. Hold Harmless/Indemnification. The Grantor(s)shall hold the County harmless and indemnify the County should any claim, action or lawsuit be brought or made by a third-party against Grantor(s)arising from Grantor(s)' implementation or undertaking of the terms and conditions of the CASP. This hold harmless and indemnification requirement shall require the Grantor(s)to pay for all attorneys' fees,court costs and other costs connected with the claim, action or lawsuit. This hold harmless and indemnification requirement shall not apply to the sole negligence of the County. Restrictive Covenant Critical Areas Stewardship Plan Page 3 of 4 • • Dated this day of , 20 Owner Owner STATE OF WASHINGTON) ) ss COUNTY OF JEFFERSON) On this day personally appeared before me, ,to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that he signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this day of , 20 . NOTARY PUBLIC in and for the State of Washington residing at My commission expires: Approved: UDC Administrator Date Restrictive Covenant Critical Areas Stewardship Plan Page 4 of 4 • • CRITICAL AREAS STEWARDSHIP PLAN (GASP) DESCRIBING MITIGATION, INCLUDING FIVE (5) YEARS OF MAINTENANCE AND MONITORING, IS FILED WITH JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNDER m 13 - Dp2, � (SHEET 5 - ATTACHED TO RESTRICTIVE COVENANT FOR CASP) • • °& JEFFERSON COUNTY 'V (,"3 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend •Washington 98368 4,, )014> 4. 360/379-4450 ^' 360/379-4451 Fax lit'`Szir I'Nat•O CRITICAL AREAS BOND QUANTITY WORKSHEET PROJECT NAME: rP—H•IV1 ii,, 5'f 12-- APPLICANT: '1 Sttt .,(4„pl - ei,. MLA NUMBER: gl,-1)j 3 . 00 `J j ) CSP NUMBER: 1") 0 0 O O PREPARED BY: )by1/14/4 t DATE: / 2' q- 13 PLANT MATERIAL I Quantity I Price I Unit I Total Cost Vegetation Trees $ 7.00 1 gallon $ - Trees 10 $ 15.00 2 gallon $ 150.00 Shrubs 114 $ 6.00 1 gallon $ 684.00 Shrubs 5 $ 14.00 2 gallon $ 70.00 Herbaceous $ 3.00 4" pots $ - Herbaceous $ 6.00 1 gallon $ - Grasses $ 1.25 plug $ - Sedges& Rushes $ 1.25 plug $ - Ferns $ 5.00 1 gallon $ - Seed Mixes $ 25.00 pound $ - Other(list): $ - $ - Other(list): $ - $ - Other(list): $ - $ - Soil Amendments Fertilizer $ 20.00 cubic yard $ - Mulch $ 17.00 cubic yard $ - Topsoil $ 36.00 cubic yard $ - Other(list): $ - $ - Other(list): $ - $ - Other(list): $ - $ - Labor 16 $ 76.00 hour $ 1,216.00 Subtotal-Plant Material $ 2,120.00 Page 1 i 4 , . CRITICAL AREAS BOND QUANTITY WORKSHEET SITE PREPARATION Quantity Price Unit Total Cost Clear and grub $ 1,850.00 acre $ - Excavation, dozer $ 9.75 cubic yard $ - Grading $ 0.11 square foot $ - Other(list): $ - $ - Other(list): $ - $ - Labor $ 76.00 hour $ - Subtotal-Site Preparation $ - HABITAT FEATURES Quantity Price Unit Total Cost Logs $ - $ - Root Wads $ - $ - Woody Debris $ - $ - Rocks $ 26.25 ton $ - Clean Gravel $ - $ - Snags $ - $ - Weir $ - $ - Other(list): $ - $ - Other(list): $ - $ - Labor $ 76.00 hour $ - Subtotal-Habitat Features $ - EROSION CONTROL Quantity Price Unit Total Cost Silt fence $ 30.00 linear foot $ - Jute matting/Organic fibers $ 1.68 square yard $ - Mulch $ 41.25 cubic yard $ - Rip rap $ 63.75 cubic yard $ - Straw bales $ 3.00 linear foot $ - Other(list): $ - $ - Other(list): $ - $ - Labor $ 76.00 hour $ - Subtotal-Erosion Control $ - FENCING Quantity Price Unit Total Cost Fencing, chain link, 6' high $ 35.25 linear foot $ - Fencing, split rail, 3' high $ - $ - Fencing, gate(s) $ - $ - Other(list): $ - $ - Other(list): $ - $ - Labor $ 76.00 hour $ - Subtotal -Fencing $ - Page 2 do CRITICAL AREAS BOND QUANTITY WORKSHEET MONITORING/MAINTENANCE Quantity Price Unit Total Cost As-built Report $ 76.00 hour $ - Year 1 Monitoring Report 5 $ 76.00 hour $ 380.00 Year 2 Monitoring Report 5 $ 76.00 hour $ 380.00 Year 3 Monitoring Report 5 $ 76.00 hour $ 380.00 Year 4 Monitoring Report 5 $ 76.00 hour $ 380.00 Year 5 Monitoring Report 5 $ 76.00 hour $ 380.00 Hydroseeding $ 0.44 square foot $ - Irrigation-temporary $ - $ - Irrigation -water truck $ 385.00 day $ - Irrigation-other(specify) $ - $ - Year 1 Maintenance Site Visit 4 $ 76.00 hour $ 304.00 Year 2 Maintenance Site Visit 4 $ 76.00 hour $ 304.00 Year 3 Maintenance Site Visit 4 $ 76.00 hour $ 304.00 Year 4 Maintenance Site Visit 4 $ 76.00 hour $ 304.00 Year 5 Maintenance Site Visit 4 $ 76.00 hour $ 304.00 Other(list): $ - $ - Other(list): $ - $ - Labor $ 76.00 hour $ - Subtotal-Monitoring/Maintenance $ 3,420.00 OTHER ITEMS Quantity Price Unit Total Cost List: $ - $ - List: $ - $ - List: $ - $ - List: $ - $ - List: $ - $ - List: $ - $ - Labor $ 76.00 hour $ - Subtotal-Other Items $ - Subtotal-All Items $ 5,540.00 20%Contingency&Mobilization $ 1,108.00 TOTAL BOND AMOUNT $ 6,648.00 Page 3 ■141 tkilk5JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT , ► , . 621 Sheridan Street • Port Townsend • Washington 98368 /S'rhy.r et 360/379-4450 ^ 360/379-4451 Fax '44 aN CASH DEPOSIT TO JEFFERSON COUNTY 1}1, o Applicant: 1" '�1. d" Fret v..4 Type of Project: L J Site Location: k5- Colarh, trk,th. / P bal ' Parcel Number: get © 400 't t2- MLA Number: C24 172- QD 2)-2 LI CSP Number: 12) '00O0'2j Receipt Number: Guarantee Amount: 4`pf U�4 D CIO The APPLICANT hereby authorizes that the sum of$ (P) l0 1+ . 1)p be kept on deposit with the Jefferson County Department of Community Development to secure for Jefferson County the APPLICANT'S performance of certain work and payment of fees and other amounts required in connection with the above-referenced project. THE CONDITION OF OBLIGATION is that: 1. The APPLICANT has executed an "Agreement" entitled Critical Areas Stewardship Plan (CASP), a copy of which is attached hereto and incorporated herein by this reference. 2. Under the provisions of the Agreement, the APPLICANT is required to furnish a guarantee to secure the APPLICANT'S compliance with the terms of the Agreement. IT IS FURTHER EXPRESSLY PROVIDED that: 1. Until written release of this obligation by Jefferson County, this cash financial guarantee may not be terminated or cancelled by the APPLICANT for any reason. 2. The obligation of the APPLICANT shall not be discharged or affected by any amendment of the approved plans used for development of this real property. 3. Upon failure of the APPLICANT to perform any of the terms of the Agreement, Jefferson County may use the funds to complete the work and pay outstanding fees and other amounts. The APPLICANT shall have no duty or right to evaluate the correctness or appropriateness of Jefferson County's determination that requirements have not been satisfactorily completed. Any unexpended funds shall be returned to the party designated below upon completion of the terms of the Agreement. 4. The APPLICANT'S obligation to perform the work or pay fees and other amounts is not limited to the amount of this cash deposit. 5. In the event that this project becomes part of an incorporated area, Jefferson County may transfer its rights and obligations under this cash financial guarantee and the attached Agreement to any successor jurisdiction without notice to the APPLICANT. 6. Interest on this cash deposit shall be retained by the County to cover administrative costs associated with this deposit. I' , an employee of Jefferson County, certify that the above-referenced funds have been received by Jefferson County. APPLICANT: (Signature) (Date) (Print Name) (Address) (Phone Number) It is the APPLICANT'S responsibility to notify Jefferson County of any changes in address and telephone number. Upon release of this cash deposit,the funds are to be returned to at the following address: State of Washington,County of Jefferson I certify that I know or have seen satisfactory evidence that signed this instrument and acknowledges it to be his/her free and voluntary act for the uses and purposes mention in this instrument. (Notary Seal or Stamp) Dated: Notary Public Signature: Title: My Appointment Expires: