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GRD2008-00001 Cancelled - GRD Permit / Conditions - 1/15/2013
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CD W 00 S CD it N o CONCRETE MECHANICAL MANUFACTURED HOME 0 o Footings t Setbacks Ga ss Piping f�a Ribbons z p, ointerior Date By Interior-Date By Cate By 0 o Extern Date By Z Exterior-Date B Set-UP Point Load J Isolated Footings INSULATION Date By 0 BG f SLAB INSULATION 90 Date By Data By FIRE DEPARTMENT r_ Foundation Walls Floors Date By Date BY Data BY DECKS FRAMING Waits Date By Date By Date By PROPANE TANKS PLUMBING vault Date By Date w` By OTHER Groundwork Attic Date By Type- Date BY ,.. Date By O.W.v DRYWALL Type. m Int.Brace Wall 0 Date By Date pats By v CD FINAL FINAL. INSPECTION N Water Line Fire Separation OC fD [date By. Dairy By Date By GO o Q Pass or Request Inspect.CD c o Type of Insp. Fail Date date Dane By Comments o 0 m m _ y O n O 7 a OCn O S CD 3 r: N fD O A r FORM MUST BE COMPLETED IN INK PERMIT NO GRDt200E-n00 . PLEASE PRESS HARD MASON COUNTY Q ! LAND MODIFICATION PERMIT APPLICATION 426 W.CedariP.O.Box 186,Shelton,WA 98584 Mrr Shelton 360 27-9670 Betfair 360 276-4467 Erma 60 25269 Seattle 206 968 , ] APP ICAfilI t_ MATION CONTRACTOR INFORMATION �eJ-� _s �rC er Contractor Name JacK d .+se A �o IL Mailiress O + H Mailin AddCity r State�JA Zip Code�SZ City e i State w _ Zip Code ptiofte v 275 b73`lOther Ph. 3( bO )-731-710► Ph.(We) )27S'SYDD Other Ph.(1bo )731-716 Lie I�gr S..wte Contractor Reg.# 3 5C 2M Address j' Expiration O / 2-I / Zao ENGINEER INFORMATION Name /✓)-cLi ( F WoeI< Phone( 60 Wi -38DZ Address tof I V.E a C State Zip Code PARCEL INFORMATION-12 digit Tax Parcel No. 12"3 Z /3`-( / O Fire Legal Description Scct;ovl Ib TZ 1 SW �G 2 $LA63-1 Site Addresspnclude street name and city Mf Ve%AYmS%AIA At.VJ) v 1k IL — Directions to site: Vld r n' ill I wi Will timber be cut and sold in parcel preparation?(Yes1No) ►JD Is your property within 2W of the following:Body of Water(Name) N A Saltwater Li A Lake? A River/CreekiJ/A Ponder/�WetlandA4(A—Se al ff A ream&gLSlopes or Bluffs�f c 5 Soft compressible soils I Ali TYPE OF JOB-Excavation Ye S Filling_ Grading Tot of area 9,63 Aecc S Size of area to be cleared,on slopes over 10% !-e cC S IL (mated amount of cubic yards 'i Describe Work(Jt�l;•1 c e.xcQ afiD {oc a c o Sav �, ;-teS LAND MODIFICATION INFORMATI Y NO Will fill be brought f yes,s 0 � Will excavated m erials keno ite? If d ination 0 Does fill contain ential ha ous terials? 0 Has a soils report en wmpl dons ? If y ,in ude copy. � 0 Will proposal result redirection of any rface ater runoff onto adjacent prope s? 0 7� Will proposed work a r where storm wat and water enters or exits the ? 0 Will quality,quantity o elocity of storm/g and water be altered? 0 Will runoff be collected trolled by inter ptors,curtain drains or other ion devices? 0 Will the land be replant n completi ? 0 01 Will the proposal result ins s stee ham those currently on site? 0 Is the site within 200'of a desi oreline? 0 NOTICE: THIS PERMIT BECOMES NULL L VOID IF WORK OR CONSTRUC AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERI 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS PECTION. The owner or agent on owner's behalf,represents that the information provided is accurate and grants employees of Mason Co access to the above described property and structures for review and inspection of this project. Acknowledgment of s/thwork ur low: OWNER AFFIDAVIT-I certify that I am exempt from f CONTRACTOR'S AFFIDAVIT-1 certify that I am curmritty registered as a the Contractor Registration Law RCW 18.27 and amcontractor in the State of Washington and that I am aware of the ordinance requirements for which this permit is issue ordinance requirements regulating the work for which this permit is issued will be done in conformance therewith. No changes out and all work shall be done in conformance therewith. No changes shall first obtaining approval. be made without first obtaining approval: )( i Date QaDt' X DateD�CJO FOR OFFICIAL USE BEYOND THIS POINT Accepted by Date Submittal Amount Due Receipt No. DEPARTMENTAL REVIEW ""PROVED DBRED CONDITION CODES Building Department Planning Department Public Works Department Fire Marshal FEES Grading Permit Fee Site Inspection Plan Review Fee Other Public Works Fee Pre-Paid at Submittal ( ) Violation Fee TOTAL FEES WNEK ENGINEERING Consulting Civil Engineer �C 3388 NW Byron St., Suite 200, Silverdale, WA 98383 date: November 30, 2012 360-692-3802 mike@wnekeng.com �O !� to Debra Coker Mason County Building Department re: Grading Permit Update GRD95-0033 Parcel Number 123213400030 et al Attached is the updated grading quantities for the subject grading permit. Although we monitor the site annually, there have been no reports filed since 2008 due to the downturn in the construction industry. This year is the first year since 2008 that the site has experienced any significant grading activity. If there are any questions, please contact me at the phone number, or e-mail address, listed in the letterhead. by: 4,;K Mich el F. Wnek, P.E. Project Engineer G:\MFW-Inactive-Projects\209spc\Permit Status\2012-11-30 Memo Permit Status Report_Corbit.docx Michael F. Wnek, P.E., PS Consulting Civil Engineer 3388 NW Byron St., Suite 200 Silverdale, WA 98383 360-692-3802(voice) 360-692-1051 (fax) STATUS REPORT AT • November 30, 2012 TO: Mason County Department of Community Development SUBJECT: Jack& Steve Johnson, Corbit Site Grading Permit GRD95-0033 Parcel Number 123213400030 et al STATUS (Activity since May, 2008) ■ Excavation, Import GRADING QUANTITIES PERMITTED Excavation Embankment Import GRD95-90033 170,000 cy 220,000 cy 50,000 cy July 1995 Permit Amendment -40,000 cy 0 cy 40,000 cy March 2001 Permitted Totals 130,000 cy 220,000 cy 90,000 cy GRADING COMPLETED As of Mar-2001 125,000 cy 175,000 cy 50,000 cy Mar-2001 to Mar-2002 0 cy 0 cy 0 cy Mar-2002 to Feb-2003 * 0 cy 1,200 cy 1,200 cy Feb-2003 to June-2004* 0 cy 5,000 cy 5,000 cy June-2004 to Dec-2005 0 cY 9,000 cy 9,000 cy Dec-2005 to Dec-2006 0 cy 200 cy 200 cy Dec-2006 to Jun-2007 0 cy 600 cy 600 cy Jun-2007 to May-2008 0 cy 6,000 cy 6,000 cy May-2008 to Nov-2012 1,000 cy 5,000 cy 4,000 cy Total to date * 126,000 cy 202,000 cy 76,000 cy PERMIT QUANTITIES REMAINING * 1 4,000 cy 18,000 cy 14,000 cy Note: * "Embankment" column corrected for Dec-2005 report- All rows in the table must comply with the formula:"Excavation"+ "Import" ="Embankment". Subrp' ted y MichaWT. Wnek, P.E. Project Engineer oN_STA MASON COUNTY o Py A o °N DEPARTMENT OF COMMUNITY DEVELOPMENT > s N Planning Division z� N y y P O Box 279, Shelton, WA 98584 °� �° (360)427-9670 1864 REQUEST FOR ADDITIONAL INFORMATION April 01, 2008 S & J JOHNSON P.O.BOX 488 BELFAIR WA 98528 Parcel No.: 123213400030 Project Description: 32,745 CUBIC YARDS (STORM WATER PLAN AND SOILS REPORT INCLUDED) Dear Applicant: You have submitted a permit application (case no. GRD2008-00001) for proposed construction or development in the county. Upon review of your application, I require additional information to complete the permit review process. Therefore, review of your application will not proceed until the necessary information is provided (see the comment section of this letter for details.) Once the information is submitted and the application is complete, I will continue to process your application accordingly. If the additional information is not provided to the County within 180 days of this request, the application shall expire and no further action on the proposed development shall take place. Please contact me at (360) 427-9670, ext. 294 if you have questions. A t Land Us Mason County Planning Department 4/1/2008 Page 1 of 2 GRD2008-00001 REQUEST FOR ADDITIONAL INFORMATION 4/1/2008 Case No.: GRD2008-00001 Comments: A site inspection was conducted on 3/31/08 to assess critical areas relevant to your proposed project. The proposed project is located within 300' of slopes greater than 15%, and therefore, a Geotechnical Assessment will be required to evaluate slope stability per 17.01.100 E.1. The assessment must meet the requirements of the Mason County Resource Ordinance section 17.01.100 EA. (enclosed). The assessment must also state that the hazards of the landslide area can be overcome in such a manner as to prevent harm to property and public health and safety, and must also assure that project will cause no significant environmental impact. See Mason County Ordinance section 17.01.100, E.7. A Geotechnical Report may be needed if through a Geotechnical Assessment it is determined necessary or if it is determined that there are slopes over 40%. If you have any questions, please don't hesitate to contact me. 4/1/2008 Page 2 of 2 GRD2008-00001 yoN-STAT MASON COUNTY A o P o VP DEPARTMENT OF COMMUNITY DEVELOPMENT > s N 2E Planning Division 7 N Y ti P O Box 279, Shelton,WA 98584 (360)427-9670 2t= 1864 NOTIFICATION OF INCOMPLETE APPLICATION June 09, 2008 S & J JOHNSON P.O.BOX 488 BELFAIR WA 98528 Parcel No.: 123213400030 Project Description: 32,745 CUBIC YARDS (STORM WATER PLAN AND SOILS REPORT INCLUDED) Dear Applicant: You have submitted a permit application (case no. GRD2008-00001) for proposed construction or development in the county. Upon review of your application, I have determined that the contents of the application are incomplete or do not provide enough detail for review. Therefore, review of your application will not proceed until the necessary information is provided (see the comment section of this letter for details.) Once the information is submitted and the application is complete, I will continue to process your application accordingly. If the additional information is not provided to the County within 180 days of this request, the application shall expire and no further action on the proposed development shall take place. Please contact me at (360) 427-9670, ext. 294 if you have questions. Sines , James SchK Land Use Planner Mason County Planning Department 6/9/2008 Page 1 of 2 GRD2008-00001 NOTIFICATION OF INCOMPLETE APPLICATION 6/9/2008 Case No.: GRD2008-00001 Comments: This letter of incompleteness pertains to both the Land Modification Permit Application (GRD2008-00001) dated 03.08/08 and the Presubmission Conference (PAR2008-00033) held on 05/23/08 concerning the proposed commercial/industrial development on parcel # 12331-34-00030. According to the current Belfair UGA Zoning and Development Regulations (May 2008), the site of the proposed development, parcel # (12331-34-00030), is zoned R-5 Medium Density Residential District. The proposed commercial/industrial development as describe in both the Presubmission Conference PAR2008-00033 application (seven commercial/industrial steel buildings approximately 9000sf in size) and the Land Modification Permit Application GRD2008-00001 does not fit into any of the permitted uses categories for R-5 zoning this includes (allowed uses, accessories uses, or special permit uses). The applicants stated at the Presubmission Conference that the proposed development should be allowed due to the fact that 1) the parcel already has commercial/industrial development on it and 2) the applicants have already invested both time and money on infrastructure directly related to the proposed commercial/industrial development. The applicants should be aware that Mason County Development Regulations (Section 17.05.014) does not permit expansion of non-conforming land uses. Prior to the issuing of any permits related to the proposed development the applicants will need to either apply to have the parcel rezoned Commercial/Industrial to meet the proposed development use or submit any and all documentation for review by the Mason County Planning Dept that is applicable to the applicants claim as stated above. As part of this letter of incompleteness I have included information regarding the rezoning process and an application for rezone of a parcel. The submittal date for a rezoning application for the year 2008 is June 30th. For additional information concerning the rezoning process please contact Allen Borden @ 427-9670 Ext 365. 6/9/2008 Page 2 of 2 GRD2008-00001 ;,... ;� r'" �� `,� � .ice'� •�� I ( � �i � � i�. n- mr -? 7 � tip all P' l11\• tip `AN . � PV roll :�'- i t 7 � �� . 1, _�► �- : :u v f � � � r N - . 0 000 v i r +e Cn : LN' { 1 i p01 \\ % 1 E.NEWKIRK IR k � / 1 .i j EPENWSUIyA \.>'' +►� I�I i I f w rNO. Q. .. � -- - Ili •� 5 i-- -- is � I � / / ' •�� � 6. } .Q i m LU TOPV N c 1 inch equals 803.94 feet W+- � E —� 1 inch equals 0 miles CORBIT SITE TO BE KEPT IN THE Mason County Stormwater Checklist PARCEL FILE Minimum Requirements of 1992 Stormwater Manual The stormwater checklist identifies the minimum requirements of the 19,92 Stormwater Manual. The checklist is intended to identify the locations within the plan that addresses the minimum requirements. Mason County will not perform a technical evaluation of the submittal. Rather,the checklist provides a guide to allow Mason Count,i to review the submittal and determine if the applicant has addressed the minimum features that make up a stormwater plan. It is incumbent upon the applicant and his/her engineer to fulfill all the applicable requirements of the 1992 Stormwater Plan as it relates to the proposed project. Review by Mason County is intended to determine if the plan has addressed the:minimum requirements and should not be considered a review for technical accuracy of the plan. During construction of the project, the stormwater plan engineer of record or his/her authorized representative shall inspect the site to ensure the stormwater plan is being implemented as designed. Upon completion of the project, the engineer or his authorized representative shall be required to certify that the stormwater plan has been implemented as designed. Failure to meet the minimum requirements could result in delay or rejection of the application until the deficiencies are corrected. #1: Erosion and Sediment Control. All new development and redevelopment that includes land disturbing activities of one acre or greater shall comply with erosion and sediment control requirements 1 through 14, below. Compliance with the Erosion and Sediment Control Requirements shall be demonstrated through implementation of a large parcel erosion and sediment control plan. All new development and redevelopment that includes land disturbing activities of less than one acre shall comply with the small parcel minimum requirements found in Section 14.48.130, Compliance with the small parcel requirements shall be demonstrated through implementation of a small parcel erosion and sediment control plan. Erosion and Sediment Control Requirement#1: Stabilization and Sediment Trapping. Seepage/paragraph ESCrl , PLAN SHEET C-3 Erosion and Sediment Control Requirement#2: Delineate Clearing and Easement Limits. See page/paragraph ESC#2, PLAN SHEET C-3 Erosion and Sediment Control Requirement#3: Protection of Adjacent Properties. See page/paragraph ESC#3 , PLAN SHEET C-3 Erosion and Sediment Control Requirement#4: Timing and Stabilization of Sediment Trapping Measures. See page/paragraph ESC#4 , PLAN SHEET C-3 1 Erosion and Sediment Control Requirement#5:Cut and Fill Slopes. Seepage/paragraph ESC#5, PLAN SHEET C-3 Erosion and Sediment Control Requirement#6: Controlling Off-Site Erosion. Seepage/paragraph ESC#6, PLAN SHEET C-3 Erosion and Sediment Control Requirement#7: Stabilization of Temporary Conveyance Channels and Outlets. Seepage/paragraph ESC#7, PLAN SHEET C-3 Erosion and Sediment Control Requirement#8: Storm Drain Inlet Protection. Seepage/paragraph ESC48, PLAN SHEET C-3 Erosion and Sediment Control Requirement#9: Underground Utility Construction. Seepage/paragraph ESC#9, PLAN SHEET C-3 , General Note C-1 Erosion and Sediment Control Requirement#10:Construction Access Routes. Seepage/paragraph ESC#10, PLAN SHEET C73 Erosion and Sediment Control Requirement#11: Removal of Temporary BMPs. Seepage/paragraph ESC#11, PLAN SHEET C-3 Erosion and Sediment Control Requirement#12: Dewatering Construction Site& Seepage/paragraph ESC#12 , PLAN SHEET C-3 Erosion and Sediment Control Requirement#13:Control of Pollutants Other than Sediment on Construction Sites. Seepage/paragraph ESC#13 , PLAN SHEET C-3 Erosion and Sediment Control Requirement#14: Maintenance. Seepage/paragraph ESC#14 , PLAN SHEET C-3 Erosion and Sediment Control Requirement#15: Financial Liability. Seepage/paragraph ESC#15, PLAN SHEET C-3 & GENERAL NOTE#4 , SHEET C-1 ®#2: Preservation of Natural Drainage Systems. Natural drainage patterns shall be maintained, and discharges from the site shall occur at the natural location to the maximum extent practicable. Seepage/paragraph DR. REP. 3 .m. (Existing) & 4 .F. (Proposed) ®#3: Source Control of Pollution.Source control BMPs shall be applied to all projects to the maximum extent practicable. Source control BMPs shall be selected,designed,and maintained according to an approved manual. See page/paragraphCONSTRUCTION: per Checklist #1 PERMANENT: GENERAL NOTE 3, SHEET C-1 ;EVENTUAL TENANTS NOT KNOWN) ©#4: Runoff Treatment BMPs.All projects shall provide treatment of stormwater.Treatment BMPs shall be sized to capture and treat the water quality storm,defined as the six-month, twenty-four hour storm. The first priority for treatment of stormwater shall be to infiltrate as much as possible of the water quality design storm into the ground. Pretreatment of stormwater prior to infiltration into the ground may be required. See page/paragraph DR. REP. 4 .d. INFILTRATION POND: DR. REP. APP D, SHEET PLAN C-4 2 ®#5: Streambank Erosion Control.The requirement below applies only to sibiations where stormwater runoff is discharged directly or indirectly to a stream, and must be met in addition to meeting the requirements in minimum requirement#4, Runoff Treatment BMP's. See page/paragraphNO DESIGN DIRECT DISCHARGE TO STREAM (1000-. INFILTRATION) N/A❑#6:Wetlands. Stormwater discharges to wetlands shall maintain the wetland's natural hydroperiod and flows to the extent needed to preserve or enhance its existing functions and values. Prior to proposing discharge of higher volumes of stormwater to a wetland, alternative discharge, detention, and infiltration practices located in areas outside the wetland shall be evaluated and employed by the project engineer where feasible and practicable. See page/paragraph NO DESIGN DISCHARGE TO WETLAND N/AQ#7:Water Quality Sensitive Areas.Where the Mason County commissioners or their designee determine that the minimum requirements do not provide adequate protection of water quality sensitive areas, either on-site or within the basin, more stringent controls shall be required to protect water quality. An adopted and implemented basin plan (minimum requirement#9) may be used to develop requirements for water quality sensitive areas that are tailored to a specific basin. See page/paragraph NOT APPLICABLE ©#8: Off-Site Analysis and Mitigation. Downstream Analysis May Trigger Additional Requirements. The project engineer shall provide a detailed qualitative analysis of the flow path of the discharge from the project site to the receiving water. This requirement shall apply to all projects where a drainage and erosion control plan is prepared, including those proposing retention facilities. This analysis shall include flow routing, and provide existing pipe and channel sizes and estimated capacities. In addition, the project engineer shall discuss any known or expected downstream erosion, flooding, or water quality problems, including those that may be caused by interflow from the proposed retention facility. The director or designee shall have the discretion to specify the distance and level of detail to be provided by the p�,oject engineer. In making this determination, the director or designee shall consider such faci:ors as the relative size of the new development, availability of other hydrologic work for the drainage area, and the extent to which stormwater generated on the project site is to be infiltrated. See page/paragraph DR. REP. 7 . , APPENDIX C N/AD#9: Basin Planning. Basin plan supersedes Manual Seepage/paragraph NOT APPLICABLE ®#10: Operation and Maintenance. An operation and maintenance schedule shall be provided for all proposed stormwater facilities and BMPs, and the party(or parties) responsible for maintenance and operation shall be identified. An operation and maintenance(O&M)covenant will be required to cover all privately owned and maintained stormwater facilities approved by the director. O&M Covenant forms are available at the Mason County public works office. A copy of the completed instrument shall be recorded with the county auditors'offices by the proponent and a copy of the recorded instrument is required to be submitted to the public works department prior to final approval of the completed permanent stormwater facilities. See page/paragraph DR- REPORT 14 , GENERAL NOTE 6 SHEET C-1 & ESC415 , SHEET C-3 3 CiCT-16-200! 12:00PN FROK-LACK JDMSDW CCNSTRUCTICI i6D-275-f;1D0 7-93 P.d /Wf F-111 Z,*it:EMIO «iahil .Pm-trmarce Wading,fl ethetapp)riA i urnenhs sa`,all he requirW fit el pmjed5 LD emffe c=pUance*rM Lh--e standard;. See pgajpe agWb 2SC#15 1* GENERPL N.OI:E 3, PL= SHEET 2-2t: N. ESC#15, PLAN SHEET C-3, & GENERAL NOTE 5, PLAN SHEET C-1 i mt>fjr foal the=rmwL�plan submiWtd fir th,4 pmj=f LM&the z;�J:csble pmvU- of the 992 Sto=vas M?--uxl. o)-z% -o9 aax - - giM 1 �p EXPIRES o-T ITEMS TO CONSIDER WHEN COMPLETING THE CHECKLIST ®Is your project in either the Allyn and Belfair UGA? If so,needs to meet the 2005 Stormwater Manual. PLAT APPLICATION PRE-DATED ALLYN PLAN N/A ❑Does the drainage affect WSDOT Ditches. If Yes,contact must be made with WSDOT. N/A❑Runoff that satisfies 1992 Manual requirements does not necessarily meet WSDOT standards for runoff into their ditchlines ❑X Is runoff affecting County or private ditches? Needs to be addressed. 0 What are the impacts downstream? Are they addressed. Q Has water quality and quantity BMP's been provided as required? N/A❑Has provision been made to resize culverts if required? X❑Have you provided calculations for basin(s)conveying to point of compliance? DR. REP. APPENDIX C Q Have you provided calculations for stormwater features:pond sizing,conveyance Systems,etc. DR. REP. APPENDIX C N/A ❑Does Geological Assessment/Report address stormwater features placed near slopes? N/A❑Do we need to recommend more BMP's N/A❑Does your proposal disrupt natural drainage systems and if so what is the mitigation? 0 Is the designer's PE Stamp and signature provided on calculations and drawings? 5 From: Mike Wnek <mike@wnekeng.com> To: Allan Borden <Ahb@co.mason.wa.us>, Thomas Sharp <tgs@wavecable.com> Date: 2/5/2009 9:59 AM Subject: Re: Johnson/Corbit Pit Review Allan... We still need one item for the NPDES: the County's determination on the SEPA review. Could you e-mail or fax a copy of the DNS or MDNS to us. mike@wnekeng.com or fax 360-692-1051 tgs@wavecable.com or fax 360-275-6400 thanks, ...Mike Allan Borden wrote: > Mike Wnek: >To complete the review of the grading permit GRD2008-00001, please note the following review items: >A) Mason Co. Public Works has finished the stormwater review for this proposal, but you must submit to Fred Perryman in Public Works a completed Operation and Maintenance Agreement for the stormwater system to be established on the parcel, as the final item of Public Works review of this grading stormwater plan. Please contact Fred at fredp@co.mason.wa.us to receive the electronic version of this O & M Agreement. > B) During the environmental checklist review for the grading permit, WA Dept. of Ecology submitted a May 23, 2008 comment that a NPDES or general permit for stormwater discharges must be submitted and reviewed by Ecology(and subject to public notice), and then be granted as a key portion to this project review. From this comment letter, Joyce Smith from Ecology HQ/WQ can be contacted at (360) 407-6858 for review questions. Such permit compliance will be a condition of the grading permit once issued by Mason County. > I can fax these two review letters if you do not have them in your files. You must notify me of the completion (or progress) of these two elements in order to wrap up the grading permit GRD2008-00001 review by the Mason Co. Dept. of Community Development. > You can contact for further questions. >Allan Borden > Planner- Long Range & Site Inspection > P.O. Box 279, Shelton, WA 98584 > (360)427-9670 ext. 365 ce Miller- uurreni 1AGLIVAd -:7 =- 4) BLD2007-00706(22206-50-00049)-Gary Gordon,561 days.This is a case that came to me from Kell via Chuck.The applicant the site he is rights just now sent s n thbetweenWell ads Delineation Report and HUT(3).I have visit ed Stream and a Wetlands,land is vacant-no work done. Will probably need a Hearing(DDR)and an MEP as noted in the Reports. Sent out the letter on ' 10/27/08 concerning the issues at hand what he needed to do along with all the paperwork.Whoever gets this case may want to contact the applicant to see if he • has any questions.Under Letter of Incompleteness 5) BLD2008-01061-(32218-75-00020)-Al N T�Gelo,77 days.Internal o--Report was found toebe Report review completed on Oct. 17,2008 incomplete(7 out of 13 criteria were either missing or incomplete.Letter sent out to both applicant and Alkai concerning deficiencies.Have talked to applicant concerning this and also a Tony Demiero(applicants septic agent).Waiting on o-Report. Under Letter of Incompleteness. additional information for Ge 6) SHR2008-00014,SEP2008-00113-(32227-52-00015 bl fsamihon Par Minton rath this case OS days.This case Jerri is on North Shore,Grace you are probably se permit application and at the present time the case is on hold for a conditional u he may have outstanding fees to be paid or the hearing examiner.ole th rag.Harb e wants and I met with the applicant and his agentg to fill in area behind the sea wall that has collapsed and he put back up.I think he F&W for the HPA before he goes any further.At is probably trying to deal with the meeting he said he was going to pursue it but I have not heard anything yet, st cerning what Au Letter of Incompleteness was sent out� see letter in file cnurrenupdate),he needed but have not heard anything y was cancelled by Barb R.Under Letter of Incompleteness. 7) BLD2008-00366,SEP2008-00043, SHX2008-00033-(22330-50-00152)William Gurrad,220 days. This is an ATF permit enforcement case for the Dock on Haven Lake but it is not really after the fact because the dock rce has not been ent cases which rebuilt yet,it was originally associated with two other ATF enfo have been resolved.Nothing has been done on this because to him tearing it down the dock in same footprint but no one saw the dock prior the new dock is non-conforming.His lawyer(Rick Hoss)has been going back and forth with Ryan(Ryan probably knows the case the best)and I believe he called you.He also did a Public Rilnder Letter of Incompleteness.thing else h.as come up.Waiting on what they intend to do. 8) GRD2008-00001-(12321-34-00030�-e B lfa�UGA and hnson,240 days.not zoned commercial Rezone(talk with Allen).This is m _ (see letter of incompleteness in file). andcomment pA for this�od and Comments have 00030)has already gone thru Grace Miller Current Active Cases (New Hol s). oc already been received from DOE(information in case Neal andAssociatesssment and 3 copies)has also been sent out for review by Kenn eth approved(information in case file).Public Works is still reviewing the Storm- water plans also DOE has e-mailed Ryan and to 1ng informtion on rrnDES permit from e storm-water and retention pond they may need get a Ecology.Under Letter of Incomp eteness. 9) GRD2007-00026-(12321-75-00070)-Iddings,415 days. Am still waiting on a Wetlands Delineation Report.Letter was sent out on March 25,2008 request a Wetlands Report.Nothing has ever come back.Whoever gets this case may want to send out another letter.Don't know if SEPA was ever done on this.There is a SEPA application in the file from 09/17/2008 but it looks like it was never sent out.This is another one that came to me from Chuck via Kell or Ryan,looks like the ball got drop a little on this one but I did send out the Letter Requesting the Wetlands Report,rolled up plans in back of New Holds box goes with this.Under Wetlands Hold.