HomeMy WebLinkAboutBLD2021-00232 - 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 _____________________________________________________________
971900036, BLD21-00232
07/27/2021
STO LLC
842 WASHINGTON ST STE 104
156 SUNSET MEADOWS LN
PORT HADLOCK, WA 98339
971900036, BLD21-00232 2-29N-1W 0.13 Acres
THE MEADOWS NO. 1 CONDO LOT 36 SUBJ TO CC&R AF#629482 9100
N/A 1 4
N/A 49 UGA-LDR - Low Density Residential 4-6/ RR-5 - Rural Residential
4 UGA-LDR - Low Density Residential 4-6/ RR-5 - Rural Residential
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 SUNSET MEADOWS LN
4 No
4 No
4 No None
4
4
No
None None No No
None
No
Yes see "Additional Notes"
none
Yes SARPA
None
No
4 No No No
No No
4 No No Archaeological Hits Observed- A.H, 06/11/2021
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:
2,005 sq/ft
4
4
No
Yes
No
4 Medium Stormwater Packet Submitted
39.3%, UGA-LDR - Low Density Residential 4-6: 60%
2,005 sq/ft
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 "Notice to Potential Purchasers"
N/A
Amanda Hunt
The property is in an Urban Growth Area (Irondale - Port Hadlock UGA). According to the 2019
Amended Binding Site Plan, the document recorded under AFN 538595 contains an
Irondale/Hadlock Sanitary Sewer System No Protest Agreement.
The applicant is proposing 39.3% impervious surface coverage. The maximum impervious surface
coverage for UGA-LDR - Low Density Residential 4-6: 60%. No further action required.
There are wetlands located within 330 ft of the proposed new manufactured home. Sunset
Meadows Ln functionally isolates the proposed project area from the wetland area located on
Parcel 971900056 (JCC 18.22.270). No further action is required.
There is a SARPA located on the property. No further action required.
Stormwater:
- The applicant is proposing a gravel drain that will service the garage and residence (5x4x12 =
240 cubic ft): Drywell (BMP T5.10A)
- 1,918/1,000 = 1.918 x 90 = 172.62 cubic feet (minimum size requirement)
- The 5x4x12 sized drywell meets the minimum size requirement
- According to the Soil Logs Report prepared by Mark Stone, PE (Stone Onsite Septic Design)
on July 19th, 2021, the soils on the property have at least 3 ft of permeable soils (0” to 26” Fill
(Extremely Gravelly), 26” to 45” Medium Sand) and at least 1-foot of clearance from the
expected bottom elevation of the dry well to the seasonal high ground water table. The engineer
concludes that "both test pits had a fill layer and were predominantly medium density (Soil Type
3) light brown, coarse sand to a depth of approximately 45”. No evidence of a water table or
other restrictive layer was found during these investigations. Medium sand has a high infiltration
rate and would be suitable for stormwater infiltration".