HomeMy WebLinkAboutBLD2021-00246-11- Consistency Review ChecklistUp 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 NO List:_________________________________________
[ ] 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 _____________________________________________________________
950101404, BLD21-00246
08/17/2021
CPC LLC
24928 BIG VALLEY RD NE
1172 THORNDYKE RD
PORT LUDLOW, WA 98365
950101404, BLD21-00246 16-27N-1E 0.30 Acres
TRAIL'S END 2ND ADD BLK 14 LOTS 5 & 6 9100
N/A 3 8
N/A 49 RR-5 - Rural Residential
4 RR-5 - Rural Residential
4
4
over 30 ft over 5 ft 12 ft 30 ft
N/A N/A
N/A
Parcel 721171001 N/A N/A
Yes No
4 Yes THORNDYKE RD
4 No
4 Yes Parcel 950101319- Geotechnical Report
4 No None
4
4
Yes
Unstable Slope None No No
None
No
No
none
Yes SUSC
High Risk
No
4 Yes No No
No No
4 No No Archaeological Hits Observed- A.H, 06/21/2021
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 No __________________________________
[ ] 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:
2,974 sq/ft
4
4
No
Yes
No
4 Medium Stormwater Packet Submitted
23%, RR- 25%
11,850 sq/ft
4
4 N/A
N/A
N/A
4 Exempt
4 No
4 2
4
4 No
4
4
4
County- 418708
RAP REQ'D
No
4 No No N/A
N/A4
N/A
N/A
Amanda Hunt
Permit History reviewed. The property is currently vacant. No plat conditions included on TRAIL'S END HOMESITES Long Plat.
This property is proposed to be adjusted under SUB2021-00005.
Thorndyke Road is a Minor Collector. The proposed residence and attached garage meet the 20 ft road setback requirement.
The proposed project is located approximately 230 ft away from a Commercial Forest Parcel (Parcel 721171001). The proposed project is
therefore within the 250 ft commercial forestry setback. The 250 ft setback only applies to "new structures proposed to be located on parcels
adjacent to designated forest lands". This property is not adjacent. Therefore no further action required.
There is a Geologically Hazardous Area (Shoreline Slope Stability Area- Unstable Slope) located on the property. None of the adjacent
properties on the west side of Thorndyke Road have geotechnical reports. The property has an approximate 11% slope. The Unstable Slope GIS
layer crosses over Thorndyke Road and ends halfway through Parcel 950101404. A geotechnical report waiver request was submitted on May
3rd, 2021 in conjunction with the septic permit application. The request was approved on August 16th, 2021 by the UDC Administrator. A hold
harmless was signed and returned to Jefferson County Community Development on August 17th, 2021. The document is recorded under AFN
646984.
There is a SUSC and High Risk SIPZ located on the property. The water source will be public. No further action required.
According to the Jefferson County GIS maps, there is a small shed-like structure currently located on the northeast corner of the property (Lot 5).
The applicant confirmed that a 25 ft long camping/RV trailer is located on the property. No further action required.
STORMWATER REVIEW
Roof Stormwater- Drywell:
1. (COMPLETE) All infiltration systems should be at least 10 feet from any structure, property line, or sensitive area (except slopes over 40%).
2. (COMPLETE) All infiltration systems must be at least 50 feet from the top of any slope over 40%.
3. (COMPLETE) For sites with septic systems, infiltration systems must be downgradient of the drainfield
4. (COMPLETE) 3 ft of permeable soils and at least 1-foot of clearance from the expected bottom elevation of the infiltration trench or dry well to
the seasonal high ground water table)
5. (COMPLETE) Minimum Size Requirement: 1,291 sq. ft Roof Area= 116 sq.ft minimum size requirement (6 FT (L) x 6 FT (W) x 4 FT (D))
Driveway Stormwater- Sheet Flow Dispersion:
1. (COMPLETE) Provide a 2-foot-wide transition zone
2. (COMPLETE) Provide a 10-foot-wide vegetated buffer for up to 20 feet of width of paved or impervious surface.
3. (COMPLETE) The applicant has proposed Sheet Flow Dispersion up gradient of the on-site septic system. Jefferson County DCD (Local Plan
Approval Authority) has waived the following requirement for the driveway sheet flow dispersion: "For sites with septic systems, the discharge
area must be ten feet down gradient of the drainfield primary and reserve areas (WAC 246-272A-0210)". The sandy soils prohibits flows from
intersecting the drainfield.