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HomeMy WebLinkAboutBLD2006-00492 MILDING PERMIT APPLICATII ML vy 664 Review T Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD06-00492 Received Date: 8/22/2006 SITE ADDRESS: 240 ROBINSON RD BRINNON, 98320 OWNER: CHARLES 0 ROBINSON PHONE: 250 ROBINSON RD BRINNON WA 983209763 SUBDIVISION: Block: Lot: T 62+ PARCEL NUMBER: 502151018 Section: 15 Township: 25 N Range: 02 W CONTRACTOR: PHONE: PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTION 2 RETAINING WALLS TYPE OF WORK NON SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 6,000.00 MAIN: CODE EDITION: 2003 ADD'L: HEAT TYPE: OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: GARAGE: SHORELINE: CONST TYPE: SETBACK: DECK: SEWAGE DISPOSAL: CON BANK HEIGHT: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: 41a31g6 Type Amount Paid Bv: Date: Receipt: Approved/Date ik 1-4‘Permit $125.25 KAS 08/22/06 83988 Plan Check $81.42 KAS 08/22/06 83988 ( " WED State Building Code $4.50 KAS 08/22/06 83988 Total: $211.17 a? $ 2 Jefferson County Hanninc & Building Department • BUILDING P •ERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD06-00492 Received Date 08/22/2006 SITE ADDRESS: 240 ROBINSON RD Issue Date 09/8/2006 BRINNON, 98320 APPLICANT: CHARLES 0 ROBINSON PHONE: 3k°nq� 250 ROBINSON RD BRINNON WA 983209763 SUBDIVISION: Block: Lot: T 62+ PARCEL NUMBER: 502151018 Section: 15 Township: 25 N Range: 02 W CONTRACTOR: PROJECT DESCRIPTION: 2 RETAINING WALLS CALL IN FOR THE REQUIRED INSPECTIONS THAT APPLY TO YOUR PROJECT. SETBACKS: UFFER: AO, Footing: /2t4 -7/Z 1/0A Foundation: et/<t Stormwater FINAL Approval: Nf4 Underground Plumbing: AVA Underground Insulation: kVA Shear Wall : ,U`p Sheathing: /J/A Framing: N/1� Plumbing: /V A Propane Tank I Lines: N/A Insulation: N/ Sheetrock: Septic Sytem Final Approval MUST be obtained before final of structure can be attempted. Road Approach Final Approval: Zoning Final Approval: Final/Occupancy Approval: �/C 7/ 4/2 ./ HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL R QUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY - SEE REVERSE SPECIAL CONDITIONS FOR CAS! BLD06-00492 • 1.) Prior to final building occupancy, the proponent shall submit a written letter from Daniel McShane of the Stratum Group stating that the structures and earthwork have been constructed in accordance with the Engineering Design report dated June 12, 2006 and that the Temporary Erosion/Sedimentation Control measures have been implemented. The letter shall also specify if there exist any landslide hazard areas on site and identify where those areas are. 2.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC)Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 3.) A Stormwater Plan has been submitted and approved by the Department of Community Development. The applicant shall implement the Temporary Erosion/Sediment Control measures outlined in the Engineering Design report prepared by Daniel McShane of the Stratum Group dated June 12, 2006. 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. An application for a Stormwater Management permit was submitted November 14, 2005 and shall be issued once the retaining wall permit has been finaled. 4.) 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. I:\F_BLD_Permit_Buildng.rpt 10/29/19 I • STRATUM GROUP P.O. Box 2546, Bellingham, WA 98227 Phone(360)714-9409 Jul 14, 2008 July Chuck Robinson 250 Robinson Road JUL Brinnon, WA 98320 7 2008 Re: Site Inspection jEli 8S11 11/1 CGUN ? MLA#: MLA05-00664 L�Q Jefferson County, WA Dear Mr. Robinson: I visited the Jefferson County Tax Parcel 502151018 in July 2008 to inspect the completion of grading and slope work on the subject property to determine if the work had been completed in accordance with Stratum Group's recommendations dated March 13, 2006 and June 12, 2006. All work items recommended by Stratum Group for stabilizing slope conditions on the property have been completed consistent with our recommendations. The cut slope on Daphne Road easement has been covered with a rock retaining wall consistent with our recommendations for the wall. The fill soils on the north side of the property have been regraded as per our recommendations such that the slope to the north of the road is now stable. As per our recommendations the portion of the cut slope on the east side of the property with layered sand and gravel and low cohesion, a rock wall has been constructed in front of that portion of the cut slope to maintain the slope angle. The rock wall has been completed consistent with our recommendations. Stratum Group appreciates the opportunity to be of service to you. Should you have any questions regarding our reconnaissance please contact our office at (360) 714-9409. Sincerely yours, r, 3 Stratum Group 144 Dan McShane,.M.Sc., L.E.G. Licensed Engineering Geologist , �- bw f;' g,\1376 04. �.� ♦�Q .. Daniel M hane r . . STRATUM GROUP 1451 Grant Street,Bellingham, WA 98225 Phone(360)714-9409 June 12, 2006 J.ECEir p Chuck Robinson AUG 2 2 2u0S 250 Robinson Road Brinnon, WA 98320 JEFFERSON COUNTY rIc p Re: Engineering Design MLA#: MLA05-00664 Jefferson County, WA Dear Mr. Robinson: We visited the Jefferson County Tax Parcel 502151018 in September 2005 to evaluate the geology of the site and assess the potential risks to the site and nearby steep slopes from land grading activity on the subject property. This evaluation included a visual inspection of the property and vicinity, an inspection of cut and fill slopes on the property and on the access easement, a review of available geologic mapping in the area, and inspection of the other slopes in the area. We provided you with conclusions and recommendations in a letter to you dated March 13, 2006. It is our understanding that you will be seeking a building permit for the site and specific engineering slope design or structures will be required for the building permit and to satisfy issues presented to you by Jefferson County. We returned to the site in March 2006 to specifically evaluate site and soil conditions for engineered design retaining walls and slopes. This report provides our engineering design recommendations for slope stability and retaining wall structures at the areas described below. Cut slope along Daphne Road easement The cut slope height has been increased from a maximum height of 7 feet to a maximum height of 10 feet. Soils underlying the cut slope are very compact silty sandy gravel. Raveling of the sand gravel should be expected on a periodic basis from wetting and drying of the cut slope and freeze thaw of the cut slope. The expected ravelling does not pose a threat of impacting any properties. Over time the slope angle will be become less steep,but based on survey markers and compass direction readings we took at the site, the eventual movement back of the top portion of the cut slope will still be within the easement. It is our understanding that you want to construct a rock wall along this section of cut slope. The rock wall should be constructed in accordance with the "Rockery Wall Design", which is presented in a later section to this report. • • RECE!VEn June 12,2006 Tax Parcel 502151018,Jefferson County,WA G Engineering Design for Slopes dI 27 16 JEFFERSON COUNTY Fill soils on the north side of the property Soil from the lowering of the easement road described above was placed on the northern portion of the property to extend the easement road onto the property. The fill slope created is approximately 15 feet high. The soil slopes at an angle of approximately 30 degrees. However, the lower portions of the fill slope are steeper and the fill may not have been fully compacted along the upper outer slope. Either of the following two recommendations will provide an adequate access road across this area to the subject property. A retaining structure may be constructed to hold the fill soils in place for the road or the fill slope could be graded back to a stable angle for the purposes of the road. If a rockery wall is built the rock wall should be constructed in accordance with the"Rockery Wall Design", which is presented in a later section to this report. If the slope is to be graded we recommend a final slope angle of 1.75H:1 V or 30 degrees. The slope should then be vegetated to provide long-term erosion protection. Cut slope on the east portion of the subject property The cut slope on the east side of the subject property is a maximum of approximately 6 feet high. The cut slope consists of silty sand and gravel and layered sand and gravel. The silty sand and gravel will stand up as a nearly vertical slope with minor periodic ravelling of material from wetting and drying and freeze thaw. Because the layered sand and gravel lacks silt and has low cohesion, a rock wall should be constructed in front of that portion of the cut slope to maintain the slope angle. The rock wall should be constructed in accordance with the "Rockery Wall Design", which is presented in a later section to this report. Fill slope at the north end of the graded area The fill slope at the north end of the graded area consists of soil removed from the cut slope area above and placed on the slope to build up the slope to create gentle sloping areas below the cut slope area. The fill slope typically has a slope of 30 degrees (1.75H:1 V) and the slope below the area of the fill slope is less than 30 degrees.No hazards are present from the placement of fill in this area. Based on soil type and slope angle the fill slope is stable. The toe of the slope is lined with large rock placed on a low slope angle. The toe rock appears stable and should not be subject to movement from the surcharge of fill material on the slope above. We recommend that the back slope be vegetated to reduce the threat of rill erosion. Stratum Group File:8.13.05A111 2 • June 12,2006 Tax Parcel 502151018,Jefferson County,WA Engineering Design for Slopes Rockery Wall Design Rockery walls up to the heights being considered for this project must be founded on firm ground, down to firm bearing. This can be accomplished by removing all organic rich soil. If the foundation soils are loose or disturbed, the base of the excavation should be compacted and quarry spalls should be placed and compacted to provide a firm stable foundation. Quarry spalls should also be used to fill the space between the wall and the existing site soils. The rockery wall is designed to provide stable lateral support for the slopes on the property using quarry spalls to fill in the space between the proposed walls and the existing site soils. The existing soil should be stripped of any organics prior to placing the quarry spalls. A separation geotextile should be placed between the quarry spalls and the native soils to minimize contamination of the quarry spalls. A wall face batter(tilt) of 1 horizontal to 4 vertical (or flatter) is also required for stability. Figure 1 is a typical rockery cross-section showing the various components of the wall system. Stability Analyses Stability analyses were performed for the proposed walls using limiting equilibrium techniques to analyze the margin of safety against sliding, overturning, and global stability. Representative strength values were assumed in performing the stability analyses, assuming a compacted granular soil is used in the active zone of the wall backfill. The methods of analyses compute the ratio of forces resisting movement, as compared to forces tending to cause movement. We determined that the safety factors for sliding and overturning were in excess of 1.5 and 2.0 respectively, which represent the minimum safety factors normally used for stability against sliding and overturning. The results of the stability calculations are included in Appendix B. Static global stability analyses revealed a margin of safety in excess of 1.5, which is considered adequate. Dynamic global stability analyses assumed a pseudostatic earthquake force equivalent to 20% of gravity. The dynamic analysis revealed a minimum safety factor of greater than 1.1, which is within the norm by geotechnical standards. RECEWEF AUG 2 2 2006 JEFFFRSUN 1 ai,,i±� Stratum Group File:8.13.05AIII 3 • • June 12,2006 Tax Parcel 502151018,Jefferson County,WA Engineering Design for Slopes Construction Considerations We conclude that the wall design shown on Figure 1 will be stable provided our recommendations are followed and provided good construction practices are used. Specifications for rockery installation are attached to this report together with"Standard Rockery Construction Guidelines"prepared by Associated Rockery Contractors (see Appendix B). Key elements in the construction of stable rock retaining walls include the following: • The rock wall must be founded on a stable foundation. Based on our analyses of the site we anticipate that the walls will be founded on compacted spalls over compacted native soil. • The required depth of embedment of the rock wall base is indicated on Figure 1 for various wall heights, with the minimum required embedment into firm soils of 12 inches. The exposed subgrade surface should be observed and probed by qualified personnel to beginning the construction of the rock wall to ensure that adequate foundation conditions are present. • Drainage is essential for proper performance of retaining walls. The wall design assumes drained conditions and does not allow for hydrostatic pressure buildup behind the wall. The design therefore requires positive drainage as indicated on Figure 1. • Every effort should be made to minimize surface water infiltration behind the wall. A separation geotextile (Layfield Plastics LP400E or equivalent) should be placed between the quarry spalls and the surface topsoil/impervious layer(see Figure 1). Temporary Erosion/Sedimentation Control Erosion control during construction of the wall can be accomplished through placement of proper sedimentation control facilities. We recommend siltation control facilities, consisting of either hay bales or silt fences, be fabricated around the construction area. Typical details for siltation control using either hay bales or silt fences are attached to this report. The key to proper erosion control facilities is placement of the facilities at a constant elevation. �°�v'[�a�j�( � R•t�C.L'ell V • it AUG 2 2 2006 Stratum Group JEFFFRS1N c t 4 t • • June 12,2006 Tax Parcel 502151018,Jefferson County,WA Engineering Design for Slopes Siltation devices should be placed downslope of all construction areas and cleared areas to provide siltation control during construction. All siltation control devices should be maintained during construction, and left in operable condition until the site has been revegetated and siltation is no longer a threat. At that time the siltation facilities should be removed. Stratum Group appreciates the opportunity to be of service to you. If conditions appear different than those described in this report, or other concerns arise, we request that we be notified so we can review those areas and modify our recommendations as required. Should you have any questions regarding our reconnaissance lease contact our office at (360) 714-9409. Sincerely yours, '6 .., ,® co Stratum Group x.„, , rr a s . 41 Dan McShane, M.Sc., L.E. �j6 ��� '� Ted Hammer, P.E. Licensed Engineering Geologis �� Professional Engineer Appendix A: Figure 1, Rockery Typical Cross-Section 9E A. 1t Typical Siltation Control 1 Hof WASH -7 Appendix B: Stability Calculations ; •:. 54 Rockery Construction Notescc ARC "Standard Rockery Construction Guildlines" 0 25870 �✓ ,. SIGNAL PIRES i AUGRECEIVEINI ,.` 2 2 2006 JEFFERSON COONf. !'Cii Stratum Group File:8.13.05AIII 5 r i Ro,k.y k/ LL F;Ii -En)h•. lvw(/r, rcacf 1 Y'A z 9 +c,-{.a£ eG,Sif•• i110chanS-e. 1 . 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PARCEL c- /5-:o,,if 74x 1 3.0 4 • • k,.. oN cop JEFFERSON COUNTY RECEi\ 1 Tin a \o es DEPARTMENT OF COMMUNITY DEVELOPMENT • -` '4 621 Sheridan Street• Port Townsend • Washington 98368 AUG G 2 2 2006 360/379-4450• 360/379-4451 Fax �•qSW N� Q$ www.co.jefferson.wa.us/commdevelopment Master Permit Application JEFFERSON COUNT' EV ML4: P'Il 4 6$' •c->vc6 Project-Description(include separate sheets as necessary): lc,l -..-i i ILI z zvLe-L L s Tax Parcel Number: C'J Property ! '' • /„.4 / r°,r` . WA., /j Size: _., ., (> rot (acres/square feet) Site Address and/or Directions to Property: 4r ., ii`,;44, .-.. £?.r r+ Property Owner(s)of Record: ' ,, 7 ? *r ,J 1 `� .ti '-.'_ r.'s Telephone: ;,~,=? Fax: Mailing Address: email: Applicant/Agent(if different from owner): Telephone: Fax: Mailing Address: email: What kind f P rmiit?(Check each box that applies) wilding "�,• H,1 �/� ❑Variance(Minor,Major or Reasonable Economic Use) Q Demoli ion Permit j ❑Conditional Use ([C(a),C d ,or[j Single Family ) C]**❑Garage Attached/Detached °Discretionary"D"or Unnamed Use Classification Q Manufacturedragto he ❑Special Use(Essential Public Facilities)** ° ❑Modular Boundary Line Adjustment ID Commercial* °Short Plat** Q Change of Use °Binding Site Plan** °Long Plat** Et El Address I Road Approach ['Planned Rural Residential Development(PRRD)/Amendments'"* Propane ❑Plat Vacation/Alteration** DAllowed"Yes"Use Consistency Analysis ❑Shoreline Master Program Exemption/Permit Revisions** OStormwater Management ❑Shoreline Management Substantial Development** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Variance OTemporary Use ❑Comprehensive Plan/UDC/Land Use District Map Amendment OWireless Telecommunication* °Jefferson County Shoreline Master Program Amendment ❑Forest Practices Act/Release of Six-Year Moratorium *May require a Pre—Application Conference * _ Please identify any other local,state or federal permits required for this proposal, if known: nce DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she wants prior notice. Signature: /� Date: The action or actions Applicant will undertake 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 with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferabip responsibility for adheringto and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: ,,, e_c /� V _,�_ Date: F' /S a D:\PertnitCenter\FORMS\DRD FORMS\Master Permit Application 12-30-05-2.doc • • BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibilityli of thehe General Contractor for the proposed project. : Signature =�f��m.. !r Cit-sig, Date: /y e27,_.g GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTORS LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FM:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: 121 New 0 Wood Existing: ❑Sewer ❑ Addition ❑ Steel Proposed: Bank Community System Total: Height: Individual System ❑ Alteration/Remodel El Concrete /Nl l(, SEP Permit# P/--1 e ❑ Repair El Masonry ❑ Demolition 0 Other: - Bedrooms: Water Supply: 4 /t' .iG,M1 Existing: Setback: ElPrivate well 0 Two Party Type of Heat: r,e,zL Proposed: 0 Public Total: Name of System: 0 If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: []Underground Tank 0 Above ground Tank Size of Propane Tank: 0 Heat Stove ❑Cook Stove ❑Woodstove ❑Fireplace Insert ❑Hot Water Tank 0 Pellet Stove p Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount :Revision Main Floor Heated - EH Bld App Review: L,5,o 2nd Floor Heated Consistency Review: 155, 55+ co Other Heated Base fee: )^� 5.'a5 Mezzanine ' Additional Section: ,--__— ., Heated Basement n '+ Check fee: ice ' ,, S1. 4a Unheated Basement State Surcharge fee: �} , 5 • Other Unheated AUG :2 ,2 2UU6 Pot Water Review fee: `t Garage/Carport SUBTOTAL Decks JEFFERSON CORP!P!R Ell Approach fee: cjS4 L '10( Other TOTAL: $ 4,act 1 1 Receipt Number: `63(� g8 Cash/Check Number: 1 r ta Cq ESTIMATED COST(REQUIRED) Date:C.- �`if�q�a .0 it ma?ketva ee-ef allLbor and materials foundation to finish Initials: �_ 6, ate© D:\PermitCenter\FORMS\DAD FORMS\Master Permit Application 12-30-05-2.doc