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COM2004-00224 Storage/Shop - COM Permit / Conditions - 1/20/2005
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Z670 a § / § \ 2 = � R � a 'amc mD & \ / k r\ k ' R \ S % Eoo & « o m \ / D c « 250 o — , Q7R \ / § @ # 2 / 0 A \f & � o -- E . & / -1 CD § :3 g g \ 2 Q Ei � > / ak % ° i � A = ~ ° _ 3 § $ 3 22y / \% /- \ CD 0 3 � ] $ \ Kg ( \ \ J f CD \\ t CD Ee » / i { CD R7$ ; \ CD m7 & ± & e / JQ f § \ 3 C ) CD \@ � & $J . ƒ / \ A § a § k . ? \ \ a C: } \ R S m \ § @o » . ESE CONCRETE MECHANICAL MANUFACTURED HOME N o Footings / Setbacks Date `7 By L&C Ribbons o Date-2 `` By '' Gas Piping Date By Foundation Walls Date B y Set-up r1jDate 3 ' �'c�S` By —'/ INSULATION Date By B G / Slab Insulation Floors Final D ate 3 `Zr-��S� By Date By Date By FRAMING Walls FIRE DEPT Date —7 /S O(S By UOJJ - Date 6 By j Date By PLUMBING Attic OTHER -3�� Groundwork cG = Date By Date By ii 1 �:; V A LL BRD NAB s' D.W.V. Date„,. Ea o��y By a Date -71)5'jo"5 By e FINAL INSPECTION Water Line Date /o �6+c- By 10-k-- Date -7 /5 DS By tor- - Date By 4� 3 6 N O 4 Z//S/05" — W 16/6s— F(ktA L ,4-rZC-0 Ic E 9(S c„ 0 MASON COUNTY PERMIT N BUILDING PERMIT APPLICATION 426 W.Cedar• P.O. Box 186, Shelton,WA 98584 Shelton (360) 427-9670•Belfair(360) 275-4467• Elma(360) 482-5269 On the web www.co.mason.wa.us r sx Z'j ^!a7 7 APPLICANT IN FOR TION CONTRACTO '1 ORMATION Owner Company,Name A✓C ' Mailing Ad ss Mailing Ad ess City�QState Zip Code City ' r rt State r-�� Zip Cod Phone �_Si (c Phone;jrQ� Z7 S` CO2 3 5/ Other Ph. "�_ '7 3�,1 Other Ph „ -r Lien/Title Holder Contractor Reg.��Exp. 0 E mail address E Mail Address Drivers Lic.# DOB Drivers Lic.# DOB ' SEPTIC/WATER SYSTEM INFORMATION -Connect to New Septic Existing Septic Connect to Water System Name of Water System Well Water System Name of Water System PARCEL INFORMATION 12 Digit Parcel No Fire District Z. Legal Description - Site Address (Please'nclude s r nam strset m r and city) Dir ctions to site `''� L� 1- fi asi Will timber be cut and sold in parcel preparation?Yes N Is property within 200'of Saltwater Lake - River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs > 15% Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?YealNo TYPE OF JO - New Add Alt Repair Other PRIMARY RESI EN E SEASONAL ❑ Y Use of Buildin ' 'Describe Work No.of BedroomsE_No.of B throoms _Square Footage- 1st Floo 2nd oor r 3rd Floors Basement Deck - Covered Deck Other Sq.ft. Garage Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make Model Year Length `A�Width Serial No. No.of Bedrooms No.of Bathrooms Type of Meat Purchase rice$ 00' Replacement Unit? Yes/No Installer Name Certification No. O NER/BULDER Adviowledges submissbii of inaccurate information may result in a stop work order or permit revocation.Adoxm ledgement of such is by signature below.I declare that I am the owner,owners legal representative,or the contractor.I further declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents a,tat the inormation provided is a nd g loyees of Mason County access to the above described property and structure for review and'inspection. - PROOF CO UATI N OF MRKAS BY MEANS OF A PROGRESS INSPECTION. X Date: /Owners Re r ntative/contractor indicate which one x- FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date ly DEPARTMENTAL REVIEW A D DENIED NOTES Building Department o Planning Department Environmental Health Department F Public Works Department Fire Marshal FE S Building Permit Fee Site Inspection Plan Review Fee EH Review Fee Plumbina& Base Fee Planning Review Fee Mechanical&Base fee Other Wood]Gas/.Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal Valuation$ TOTAL FEES FORM MUST BE COMPLETED IN INK PERMIT NO.: PLEASE PRESS HARD MASON COUNTY PLUMBING/MECHANICAL CO gPERWMpITSgAPPLICATION Shelton(360µ27.966770 Belfaiir(360)371 f Ehna8A601482-6Z69 APPOwne'CANII�IFO�tMA�l�Oly �s� ` ` ContradoCONTRACNaRneTOR N RMATION Mailing Address �J t,J (' Mailing Add ss City State Zip Code Cityi? State_Q2& Zip Code Phone( ) Other Ph.( Ph. Other Ph. Lien/Title Holder Contractor Reg.# 1 - LAJ Address Expiration 16 /_L! tt SEPTIC INFORMATION-Connect to New Septic isting Septic Connect to Sewer System Name of Sewer System PARCEL INFORMATION-12 digit Tax Parcel N0.1 Fire District L99W Description SIN Address(Please include street name,street number and city) Directions to site Is your property within 200'of the following:Body of Water(Name) Yv © Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs TYPE OF JOB New Add Alt Repair Other Use of Building Location of Fixtures/Uni s 1st Floor 2nd Floor Basement Garage Closet qL PLUMBING FIXTURES(Show Number of each) MECHANICAL UNITS Fuel Type: Electric Typ2 of Fixture No.gf Fixtures LPG Natural Gas Heatpump Toilets 7.64 IafDe of Unit No.of Units Fees Bathroom Sink _�_ �� Furnace Bath Tubs Heatpumps Showers Spot Vent Fan Water Heater JPropane Tank Clothes Washer Gas Outlets Kitchen Sinks Wood/Gas/Pellet Stove Dishwasher Kitchen Exhaust Hood Hosebibs IDryer Vent Other Other Base Fee Base Fee TOTAL PLUMBING . bo TOTAL MECHANICAL A FLOOR PLAN AND PLOT PLAN MAY BE REQUIRED DEPENDING ON THE TYPE OF FIXTURE/UNIT. NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the Information provided is accurate and grants employees of Mason County access to the above described property and structures for review and Inspection of this project. Acknowledgment of such is by signature below: OWNER AFFIDAVIT-I certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-I certify that I am currently registered as a Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without approval. first pprn X Date XI" Date31 �L FOR OFFICIAL USE BEYOND THIS POINT Accepted by Date Submittal Amount Due Receipt No. .11-51 :0 . Building Department Occ Group Type Constr. Planning Department 77 Other Other rPlan r. .......:..:::... .......... ... ..:i.:::.•r::.: ..:.. .:r.... :: ..:i...::........:..:,...i......:r:.:..i+...+.........t..x6}:..r..>r........:{};}%i•:.::•::..:r..r.Y:.:v:.v.�::x::;;r.+4:x:;;•• ....:v..vn•:w::.w::w:n...n ::w:::: .:::....... ::i::i::.v n....fiv;u;.:..v......$O}i? fi:A .. .t Fee Site Inspection Review Fee UFC Plan Review Fee Plumbing&Base Fee Other Mechanical&Base Fee Other Wood/Gas/Pellet Stove Fee Pre-Paid at Submittal ( ) Violation Fee TOTAL FEES Mason County Permit Assistance Center Planning Intake Checklist Owners Name; LJ 0 oh L L C_ Date: ), ly o y Project: S a S ora , o Reviewed By: Commercial Dee nt: S j NO Comments: Planner: GB RAM TS M Site Plan: RECEIVE O North Arrow Property Dimensions: Sri 7 X /s iDEC 14 I.UU� 1A Streets and Driveways Shown. Road name: ��� 3 All Existing Structures shown with setbacks ` _,-._ 426 W. CEbAk �V -W`rstt-Location, Septic and Drain-field Shown with setbacks Identify all surface water(streams,ponds, shoreline,wetlands, etc.) i20� Topography(slopes) i' Proposed Structure Setbacks (Dire tion/Setback): F: _ /d y R:�ey 1: / sb'S2:�(�_l %50 Utility and Drainage Easements: Yes o(if yes enter condition#5022) Other Easements �o,cc ,j;�- Accessory Appurtenances ❑ County Access Permit Needed(add condition#0010) ❑ State Access Permit Needed(add condition#0020) Standard Conditions to be added to all Building permits that planning reviews: #5019 and#0700 Are there any impediments that may restrict access to your site? (dogs/gates) Shoreline and Planning Info Setbacks: Shoreline: Slope: Shoreline Designation: Comprehensive Plan: Rural Zoning: ❑ Not Applicable ❑ Agricultural ❑ RR 2.5 5 10 20 ❑ Urban ❑ In-holding ❑ RMF Rural ❑ LTCFL ❑ RC 1 2 3 ❑ Conservancy ❑ Rural ❑ RI ❑ Natural ❑ RAC ❑ RNR ❑ Unknown ❑ RCC-Hamlet ❑ RT Urban Growth Area ❑ MPR ❑ Unknown ❑ Unknown Water Body(type of water if unnamed): SEPA: Yes o Unknown Flood Plain. � S NO unknown '1VIa�# Aquifer Recharge: YE d� own Map# Tags/Cases: RLC/SPI Case: 6-Year Dev. Moratorium: NO Eagle Nest Tag: YES NO Other Y S NO Addressing: Check box if needed ❑ Reviewed by: Revised:11-05-04 I:\PLANNING\CHARELL&RENEE\PLANNING INTAKE ° STA?- MASON COUNTY M 0L S a PUBLIC WORKS DIRECTOR/COUNTY ROAD ENGINEER N Shelton,Washington 98584 N y y �00 1W4 � DATE: December 301h, 2004 INTER-DEPARTMENTAL COMMUNICATIONS TO: Rick Mraz, DCD -Planner FROM: Alan A. Tahja, P/W - Co. Hydr. Engr. WO#PLG-04 SUBJ: Geo-Tech Assessment Review NAME: S&J Johnson LLC—Corbit Site COM2004-00224 Rick, A geotechnical assessment prepared for the proposed commercial development of a portion of the Corbit site in Belfair, has been received and reviewed by Public Works. The report appears to satisfactorily fulfill County requirements for geotechnical assessment reporting. The assessment's author indicates that, in his opinion,the completed development of the property will not cause stability problems for either the subject property or neighboring properties, and that a more detailed investigation (report) is not warranted. From the contents of the assessment, I recommend accepting the report as satisfying the County's requirement(s) for stability investigation and geotechnical reporting. Recommendations contained in the assessment should be incorporated into the site's development and made conditions for permit issuance. Adequate Erosion and Sediment (E&S) control features need to be implemented during land disturbing activities to protect neighboring properties and State waters from adverse stormwater runoff impacts. The migration or release of silty water or mud from the applicant's property will be considered a violation of County and State water quality protection regulations. In summary, the geotechnical assessment prepared for the proposed commercial property development appears acceptable, and stability issues may be considered to have been adequately investigated and addressed. Please feel free to contact me at County extension 461 if you have any questions regarding these comments, or if you feel any features need further discussion or attention. Verely, An A. Tahja File: H:\WP\GEO\Assessments\Johnson-Corbit.doc WORK ORDER - PUBLIC WORKS DEPT. C.L\ PERMIT#: tE) Number.Work Order t ��r3c�y=� - � Requested by: (V1 z "6 4 Authorized by: Date: Type of Work: Rec _(�o_ o c r c 19 c Ca s S CHARGE TO: NAME U�G 5 8 .2 nPSI, «7 5 -1 .� J;�tiS�� 'I LC AGENCY/COMPANY- PHONE _ ---_ Pub. Works Person In Cha e: . .N•}}:Ql�}:'•L4.:{A:X:}}:isi^i�tL�}}.}k:.}}:ti•}�}:it}:{•fU:f}.fi}::{.:•:{nY.?:.tii'{.}:•}:'i{{•}h+::{MPA':•V7<{:.{{::^<\R•?titA ':4:A•Yihwi;.1%.. {::F:•'f{.ti:ti}N:•::::,:.::.?}::...:.::.... (o) Project Time Une: (from-to dates) Protect Sort date: �� Eattrrq W Fk*h Date: TO Appw*nds Mo.. ESTIMATED TOTAL i'S: COST ESTIMATE . (D) 20 -EmloYee lE* HOur: sutKotd. Fries TOTAL$ EQUIPMENT USED: # ! BRIE TO i MATERIAL USED: (F) Adual Cod = BARS: PROJ it. DATE Name =Rate Hours SU FrInce ft TOTAL$ EQUIPMENT USED: aP_.14 TO MATERIAL USED: ----_ TOTAL ALL --- ((i) BILLED GATE INV/ PAID DATE REC.0 Cat I2v n � � insulc �— —a RECEIVED I-Fc� w� ��528 DEC 2 8 2004 ' 2t� W,% CEDAR S1, Geotechnical Assessment Corbit Site, SR 3 Belfair, WA Prepared for S&J Johnson LLC by Geotechnical Testing Laboratory ' Olympia, Washington Dec. 27, 2004 GEOTECHNICAL TESTING LABORATORY S & J JomNsoN LLC P.O. Box 488 BELFAIR,WA 98528 RE: GEOLOGICAL ASSESSMENT WEST RAILROAD PARCEL CoRBIT SITE, SR 3 PARCEL 1232134 00020 PURPOSE The objective of the geological assessment is to assess the surface and subsurface conditions prevalent at the subject site according to Mason County Ordinance 17.01.100.E4. The parcel is forested and the plan is to develop it for a 9,000 square foot commercial building. 4' a. _ u SITE CONDITIONS The subject site is a lot located approximately one mile east of Belfair, Washington, and north of the U S Naval Railroad, (see attached vicinity map). The site is accessed through the industrial complex at Peninsula Topsoil off SR 3 and thence over a railroad crossing for easements. The subject site (1.2 acres) is located in an area of no residential development. The site slopes toward the north and northwest. The steepest portion of the site, with slopes approaching 28 percent, is situated to the north of the proposed structure. The proposed building location is located on a terrace between the railroad track and the modestly sloped area. Grading is expected at the proposed building location. The lot is partially vegetated with fir, alder, cedar, maple, and hemlock trees as well as a well established understory. Stream incision was not identified at the site. Slope instability was not discerned onsite or on adjoining parcels. 10011 Blomberg Street SW, Olympia,WA 98512 1 Phone#: (360) 754-4612 Fax#: (360)7544848 GEOTECHNICAL TESTING LABORATORY GEOLOGIC CONDITIONS The Soil Survey of Mason County, USDA Soil Conservation Service (1960) has mapped the southeast site soils as Indianola loamy sand, 3-5 percent slopes(Ib). The report reads: This very deep, somewhat excessively drained soil is on terraces, eskers, and kames. It formed in sandy glacial drift. Included in this unit are small areas of Everett soils on terraces. Permeability is rapid in the Indianola soil. Available water capacity is moderate. Runoff is slow, and the hazard of water erosion is slight. This unit is suited to homesites. Cutbanks are not stable and are subject to sloughing. The main limitation affecting septic tank absorption fields is a poor filtering capacity. If the density of housing is moderate or high, community sewage systems are needed to prevent the contamination of water supplies caused by seepage from onsite sewage disposal systems. The slope hinders the installation of the absorption fields. Absorption lines should be _ installed on the contour. Shrink-swell potential is low. Hydrologic group A. The Geologic Map of Washington — Northwest Quadrant (2002) has mapped the site geology as glacial till deposits (Qgt) of continental glacial origin. The report reads: Till — Unsorted, unstratifieg highly compacted mixture of clay, silt, sang gravel, and boulders deposited by glacial ice; may contain interbedded stratified sand, silt, and gravel. Includes part of the Vashon Drift undivided GROUNDWATER CONDITIONS Groundwater seepage was not observed at or near the proposed building location. No wetland vegetation was observed at or near the proposed building location. Depth to static groundwater is unknown, but is assumed to be beyond the scope of the proposed garage. FP DEPTH TO COMPETENT SOIL Typically, dense sandy loam is found throughout the site. Competent soil can be expected approximately 8 inches below the ground surface. 10011 Blomberg Street SW, Olympia,WA 98512 2 Phone#: (360) 754-4612 Fax#: (360)754-4848 1 GEOTECHNICAL TESTING LABORATORY PAST SLOPE INSTABILITY Near the proposed building location, trees were found straight and vertical. No indication of past instability was discerned at the proposed building location or throughout the site. Adjoining parcels display similar signs of stability as the subject site. HISTORY OF LANDSLIDE ACTIVITY No historical landsliding was observed during our site investigation onsite or near the subject parcel. At the proposed building location, the slopes are dense, compact, and low in slope angle. Onsite trees are straight and vertical. The Relative Slope Stability of the Southern Hood Canal Area, Washington, (1977)describes the site area as Class 1. Class 1 is expressed as: Areas believed to be stable. Slopes generally less than 15 percent, but may be greater locally in areas too small to be shown at the map scale. Largely comprises rolling uplands underlain by very stable material such as young glacial till, mantled in places by a thin layer of sandy gravel or other permeable material; also includes flood plains, deltas, alluvial fans, and some beach deposits. Class I areas immediately adjacent to L steep slopes of class 3 areas may be threatened by potential landsliding. Normal,proper engineering practices generally are adequate to insure stability in these areas. ' POTENTIAL FOR LANDSLIDE ACTIVITY This site has very little potential for landslide activity. The proposed building location is located over 50 feet from the northern portion of the site, which contains slopes greater than 15 percent. Since slopes over 15 percent are located well away from the proposed building, the potential for landslide activity is not a concern. View of rnmmerrial activities nth 1 10011 Blomberg Street SW, Olympia,WA 98512 3 Phone#: (360)7544612 Fax#: (360)7544848 1 GEOTECHNICAL TESTING LABORATORY RECONMMNDATIONS There is no evidence of soil erosion or deposition onsite to suggest that the site should be included in the Erosion Hazard Area designation. Site conditions for the proposed development do not warrant a more comprehensive Geotechnical Report. We recommend no further action is needed unless areas of concern are unearthed during construction. All fill activities shall be directed by a licensed geologist. Construction activities shall follow standard industry practices. To minimize erosion and sedimentation, we recommend that underbrush at the bottom of the slope remain. If there are any changes in the loads, grades, locations, configurations or types of facilities to be constructed, the conclusions and recommendations presented in this report may not be fully applicable. If such changes are made, we should be given the opportunity to review our recommendations and provide written modifications or verifications, as appropriate. of W as q 1 Respectfully, f y fob GEOTECHNICAL TESTING LABORATORY �0 027 @user Seo Harold Parks, L.G., L.E.G. HAF;OLD PF►R'rCS Senior Engineering Geologist jI i ,I _ L3 J 10011 Blomberg Street SW, Olympia,WA 98512 4 Phone#: (360)7544612 Fax#: (360) 7544848 r / ' F too / ,// 'r / / / // / r / r'S 1Ow xl / fi !Ri i! 1 pil .! � `r/` f �'t / ` / J ,I ! // ( / or fir /7 /` / / // / !I JJ !( ! if / ! c tJ f J 1 ( / f ! ! /-, 7 ! 7 1 ! / ! / t l J / l J t J l 1 I I J f l (1 pl R i r i t-- ! J r ! J I i % ! /f. 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