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Home My WebLink AboutBLD2022-00354_01RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 9/6/22 RECEIVED BY DCD 9/6/22 RECEIVED BY DCD 6/21/2022 REVISED 9/6/2022 REVISED 9/6/2022 REVISED 9/6/2022 REVISED 9/6/2022 REVISED 9/6/2022 REVISED 9/6/2022 REVISED 9/6/2022 REVISED 9/6/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 3,516 sq.ft (AH, 08/15/2022) RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 X *The applicant has selected BMP T5.10A for roof stormwater management, AH 08/15/2022* RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 Oct 06 2022 Oct 06 2022 RECEIVED BY DCD 9/6/22 RECEIVED BY DCD 9/6/22 RECEIVED BY DCD 9/6/22 RECEIVED BY DCD 9/6/22 RECEIVED BY DCD 9/6/22 RECEIVED BY DCD 9/6/22 RECEIVED BY DCD 9/6/22 RECEIVED BY DCD 9/6/22 RECEIVED BY DCD 9/6/22 RECEIVED BY DCD 9/6/22 RECEIVED BY DCD 9/6/22 RECEIVED BY DCD 9/6/22 RECEIVED BY DCD 9/6/22 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 BLD2022-00354 Oct 06 2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 RECEIVED BY DCD 6/21/2022 August 5, 2022 JOANNE VERMILION SCOTT OHMAN 232 MARIETTA LOOP PORT TOWNSEND WA 98368-2811 RE:SITE ADDRESS: 56 HUCKLEBERRY PL CASE #: BLD2022-00354 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street | Port Townsend, WA 98368 360-379-4450 | email: dcd@co.jefferson.wa.us www.co.jefferson.wa.us/commdevelopment Dear JOANNE VERMILION: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. STORMWATER: A Medium Stormwater Packet, received 6/21/2022, has been submitted with the Vermiliion Building Permit Application (BLD2022-00354). After review of the Medium Stormwater Packet and revised site plan (received July 29th, 2022), Jefferson County Department of Community Development identified multiple inconsistencies between the documents. Please answer the following questions: (1)The revised site plan and stormwater site plan show a proposed L 16 FT X W 5 FT X D 3 FT drywell. According to the 2019 Stormwater Management Manual for Western Washington (“2019 SWMMWW”), drywells must be at least 4 feet in depth. After review of the soil logs attached to SEP2021-00050, the required minimum dimensions for the proposed drywell are L 7 FT x W 7 FT x D 4 FT. Please revise the site plan and stormwater site plan with the required minimum dimensions. (2)On the stormwater site plan, included in the Medium Stormwater Packet, the floor plan shows an "office" adjacent to the proposed driveway. Is a garage proposed on the ground level floor, and an "office" above on the second floor? (3)The submitted site plans do not match the best management practices ("BMP's) selected in the Medium Stormwater Packet. Please revise List #3 by checking off box BMP T5.12 Sheet Flow Dispersion under “Category C: Other Hard Surfaces” (if the applicant chooses to use this BMP, see #4 below). List #1 can remain blank because this project will not be draining to a fresh water sub basin. (4)The applicant is proposing 400 square feet of new driveway and parking areas. The applicant has selected BMP T5.30 Full Dispersion in List #1 and “My project does not have Other Hard Surface areas” in List #3 for "Category C: Other Hard Surfaces". There is not enough room for a 100-foot vegetated flow path on the subject property, and therefore Full Dispersion is not feasible. The applicant may want to consider using BMP T5.12 Sheet Flow Dispersion for the proposed driveway. This BMP requires a 2-foot gravel transition zone and a 10-foot vegetated flow path. If the applicant would like to use Sheet Flow Dispersion for driveway and parking area stormwater runoff, please revise the stormwater site plan to show and label the 2-foot gravel transition zone and 10-foot vegetated flow path on the side of the driveway that would flow down-gradient. (5)The applicant has selected C233 Silt Fence on page 2 and 6 of 6 of the Medium Stormwater Placket to manage on-site soil erosion. Please revise the stormwater site plan showing and labeling the locations of C233 Silt Fence. Please submit the above information to the Department of Community Development within 90 days of the date of this letter which would be 11/3/2022. Please call 360-379-4450 to speak with the assigned planner if you have any questions. Sincerely, _____________________________________ Department of Community Development Staff Amanda Hunt Up Front Parcel Review Parcel Date Completed: Owner Name: Add. Name: Mailing Address: Site Address(es): Parcel Number: S-T-R: --Total Acreage Legal Description Land Use: Flood District:Fire District:Planning Area: Flood Map (FIRM) Panel No: School District Zoning: [ ] Zoning ________________________________________________________________________________ [ ]Setbacks:Front:_______Left Side:__________Right Side: __________ Rear:_______________ Informed by JCC 18.30 or Title 17 for Master Planned Resorts: Shoreline Setback:____________Critical Area Buffer__________________________________________ Building Setback: ______________________________________________________________________ Adjoining Forest Lands: Commercial/ ____________ Rural/______________Inholding_______________ [ ] Lots/Require Declaration of Restrictive Covenant YES NO, submitted: YES NO __________________ [ ] Legal Access to Property YES NO _____________________________________________________ [ ] Parcel Tags or Scanned Documents YES List:_Geotechnical report dated 04/13/2021 ________________________________________[ ] Sepcial Reports Nearby YES NO List:____________________________________________________ [ ] Shoreline Designation: YES NO _______________________________________________________ [ ] Critical Areas Geologically Hazardous Areas YES NO Shoreline Slope Stability:____________Landslide____________Erosion_____Seismic___________ CMZ: none High Risk Moderate Risk Disconnected CMZ__________________________ Report Submitted________________________________________________________________________ FWHCA: YES NO Stream type: __________________________ Pond or Lake < 20 acres________ Marbled murrelet/Spotted owl_____________ marine nearshore______________ Wetlands:YES NO ___________________________________________________________________ Flood:YES NO List FIRM map:_______________________________________________________ Flood Certificate: ______________________________________________________ Aquifer Recharge Area:YES NO___________________________________________________________ SIPZ: none At Risk High Risk Coastal ________________________________________[ ] Site Visit conducted YES NO _____________________________________________________ [ ]Notice Provisions/Disclosure Forest Lands:YES NO Airport YES NO MRL YES NO Agricultural Lands: YES NO No Shooting Zone:YES NO [ ] Archaeology:YES NO _____________________________________________________________ 941400020,BLD2022-00354 05/28/2021 JOANNE VERMILION SCOTT OHMAN 232 MARIETTA LOOP 56 HUCKLEBERRY PL PORT TOWNSEND, WA 98368 941400020, SEP21-00050 13-30N-2W 0.26 Acres CAPE GEORGE VILLAGE DIV 6 LOT 1 9100 N/A 1 2 N/A 50 RR-5 4 RR-5 4 4 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A No No 4 Yes Huckleberry Pl 4 Yes 4 Yes Geotechnical Report (941400018), Geotechnical Report (002131027) 4 No None 4 4 Yes Unstable Slope None No No None No No none Yes SUSC Coastal No 4 No No No No Yes 4 No No archaeological hits observed - A.H, 08/03/2022 : Septic 08/03/2022: Building Land Use Requirements [ ] SEPA Required:YES EXEMPT _________________________________________________ [ ] Landscaping Required: Yes No_______________________________________________________ [ ] Parking Spaces Required NO 2 Other_______________________________________________ [ ] Building Height: 35' UBC Standard __________________________________________________ [ ]Stormwater: New Impervious Surface_____________Land Disturbing Activity ________________ Min Req #1 thru #5Stormwater Req's: Min Req #2 Min Req #1 thru #9 Engineering ________________ Drainage District Review Required___________ [ ] Stormwater Pollution Prevention Plan Submitted: Yes o ____Medium Stormwater Packet Submitted ______________________________[ ] Impervious Surface coverage percentage: __________________________________________ Resource Lands & Public: 10%Rural Residential: 25%Rural Industrial: Per UDC Sec 6.7 Rural Commercial: 60%Area of Building Coverage: 60% in Rural Industrial Lands only [ ] 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 _________________________________________________ [ ] ADU Proposed YES NO Square Footage: ______________________ [ ] Total Building (s) Size:____________________________________________________________ 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 [ ] Road Classification:_______________________________________________________________ Road Approach:EXISTING NOT REQ'D RAP__________________________________________ [ ] Require Final Zoning Approval/inspection YES NO __________________________________________ [ ] UGA No Protest Agreement YES NO, submitted: YES NO _____________ [ ] Recorded Date of Subdivision:_______________AFN____________________________Over 5yrs=UDC Plat Conditions:_____________________________________<5yrs=Plat Conditions on plat or Old Ordinance Reviewed By: Additional Notes: 2,220 sq.ft4 No Yes No 4 20%, RR-5 25% 3,516 square feet 4 4 N/A N/A N/A 4 Exempt 4 No 4 2 4 4 No 4 4 4 Private Not REQ'D No 4 No No N/A N/A4 Yes (see below) N/A Amanda Hunt HISTORY: Vacant property. Proposing NSFR with attached garage. Septic system approved under SEP2021-00050. No trailers or mobile homes for residential purposes will be permitted in this Plat of Cape George Village Division 6. NO SHOOTING AREA A Survey dated December 22nd, 2020 and recorded under AFN 639400 shows a a neighbor's parking area, path, stairs, rock wall, and garden entering the applicant's property. Environmental Health has proposed adding barriers in the "parking area" to prevent other parties from parking on the applicant's property. The neighbor's development will not encroach the proposed construction area of the proposed new septic system. GEOHAZARD AREA: According to the Jefferson County GIS maps, there is a Geological Hazardous Area (Shoreline Slope Stability Area- Unstable Slope) located on the property. The property is located on an approximate 18% slope (JCC 18.22.510(1)(b)(ii)(A)). A Geotechnical Report, prepared by Stratum Group on April 13th, 2021, made the following conclusion: "Based on our geologic hazard assessment, the subject property is not a landslide or erosion hazard area and will not be at risk of landslides or erosion. Furthermore, the proposed development will not increase the risk of landslides or erosion on or off the site". SUSC/CARA: There is a SUSC and Coastal SIPZ located on the property. The water source will be public. No further action required. ASKED EH FOR SOIL LOGS (8/3/2022)- COMPLETED AIR SENT (8/5/2022): STORMWATER : A Medium Stormwater Packet, received 6/21/2022, has been submitted with the Vermiliion Building Permit Application (BLD2022-00354). After review of the Medium Stormwater Packet and revised site plan (received July 29th, 2022), Jefferson County Department of Community Development identified multiple inconsistencies between the documents. Please answer the following questions: (1) The revised site plan and stormwater site plan show a proposed L 16 X W 5 X D 3 foot Drywell (infiltration system). According to the 2019 Stormwater Management Manual for Western Washington, drywells must be at least 4 feet in depth. After review of the soils logs attached to SEP2021-00050, the required minimum dimensions for the proposed drywell is ________. Please revise the site plan and stormwater site plan with the required minimum dimensions. (2) On the stormwater site plan included in the Medium Stormwater Packet, the floor plan shows an "office" adjacent to the proposed driveway. Is a garage proposed on the ground level floor, and an "office" above on the second floor? (3) The submitted site plans donot match the BMP's selected in the Medium Stormwater Packet. Please revise List #1 (select infiltration BMP and sheet flow dispersion). Full Dispersion is not feasible. 4) Please show location of C233 Silt Fence and the 10 foot vegetated flow path/2 foot gravel transition zone (Sheet Flow Dispersion) on the site plans(s). Is the driveway existing?