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HomeMy WebLinkAboutBLD2021-00511 - BLD Application - 4/8/2021 • MASON COUNTY COMMUNITY SERVICES Permit No: ?Ned 26ZI - 00611 PERMIT ASSISTANCE CENTER: •BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL 615 W.Alder Street,Shelton,WA 98584 RECEIVED Phone Shelton:(360)427-9670 ext 352-Fax:(360)427-7798 Phone Belfair(360)275-4467-Phone Elma:(360)482-5269 • APR 0 8 2021 BUILDING PERMIT APPLICATION 615 W. Alder Street PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: Hood Canal Holdings LLC NAME: Fairbank Construction Company MAILING ADDRESS:10230 NE Points Dr Ste 200 MAILING ADDRESS: 220 Madison Ave. S BUILDING CITY: Kirkland STATE: WA ZIP:98033 CITY: Bainbridge Is. STATE: WA ZIP: 98110 PHONE#1: 425.576.3393 PHONE: 206.551.9679 CELL: PHONE#2: EMAIL : colin@fairbankconstruction.com EMAIL: L&I REG# FAIRBCC183C2 EXP. 6 /25 122 PRIMARY CONTACT: OWNER ❑ CONTRACTOR❑ OTHER❑ NAME Ray Nelson Owner Representative EMAIL v-rayn@watermark-Ilc.com MAILING ADDRESS 10230 NE Points Dr, Suite 200 CITY Kirkland STATE WA ZIP 98033 PHONE CELL PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 32yy233-50-90050 ZONING RR5/RT SunLEGAL DESCRIPTION(Abbreviated) of G L.3 S 45140-43 3 FIRE DISTRICT 6 SITE ADDRESS 51 E Waterwheel Place CITY Union DIRECTIONS TO SITE ADDRESS From Union WA head East on Hwy 106 turn left on E Waterwheel Place. Private road enters property, request entry at gate. IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO ® SNOW LOAD: psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER[E LAKE❑ RIVER/CREEK ❑ POND ❑ WETLAND © SEASONAL RUNOFF ❑ STREAM TYPE OF WORK: NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR© OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc) footbridge IS USE: PRIMARY ❑ SEASONAL ❑ NUMBER OF BEDROOMS N/A NUMBER OF BATHROOMS N/A HEATED STRUCTURE? YES(Whole Bldg) ❑ YES(Part[s]of Bldg) ❑ NO Pq DESCRIBE WORK repair of existing wooden footbridge SQUARE FOOTAGE: (proposed) 1ST FLOOR sq.ft. 2ND FLOOR sq. ft. 3RD FLOOR sq. ft. BASEMENT sq.ft. DECK sq.ft. COVERED DECK sq.ft. STORAGE sq. ft. OTHER 120 sq. ft. GARAGE sq. ft. Attached❑ Detached❑ CARPORT sq. ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR —LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC ❑ SEWER❑ / NEW❑ EXISTING ❑ PLUMBING IN STRUCTURE? YES ❑ NO ® If yes, attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES ❑ NON EXISTING SQ.FT. EXISTING BEDROOMS N/A PROPOSED BEDROOMS N/A TOTAL BEDROOMS N/A OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project. The owner or legal representative,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT A LICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED. (MASON COUNTY CODE 14.08.42) X 4/8/21 Signatfire of OWNER(Must be signed by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH reSTATEOF TEREDITECTAPPROVED SHEET NOTES: IDSON FUG NOTES: INGTON MASON COUNTY DCD P p REPAIR EX{STING WOOD PEDESTRIAN FOOT BRIDGE. SITE PLAN REQUIRED T PLANNING OO CHANGES STREAM �DI MODIFICATIONS TO THE STREAM PATH OAR BED ARE C ANGE SUBJECTTOAPPRC�SITE PRDPDBED. , STONE PATH PER LANDSCAPE Q8 r \ cllloo 1 LoocEBUiIa II�II�I,.-:.•, ' I 11 r I . . o — r r• I - :� - I r I AREA OF BuTm f WORK I HOUSE --- • -----------s a 1; . .- _.� ; MOM LANNI, , , r uNe Fr O »m u Lij l \ ,�i m C-) -- s OVERALL SITE PLAN ¢cj:f m N< o m Eo RECEIVED C � APR 0 8 20211` 3 � - 72 ' I 1 N c J I I c a 615 W. Alder- S reet i I m { C C N to � PAN NING: ALL SETBACKS ARE MEASURED _ FROM TH -- - - L PRO,!F , E FURTHEST CT ON THE BUILDING CL g fr': ,•_� PLANNING WASHINGTON STATE AGENCY USE ONLY Standard Hydraulic Project RECEIVED Date Received:2019-08-06Application ID:15980 APR 0 8 2021 Online Submission Aquatic ProtectionPennktMgSystem WarAl%- HPA has been issued k=� , " HSH awuu 615 W. Alder Street 01.Application *Application Type: � Information n r Sta da d *Are you applying for a long-term HPA for agricultural irrigation or stock watering purposes under RCW 77.55.021(9)(c)? No 02.Project Identification *Project Name(A name for your project that you create. Examples:Smith's Dock or Seabrook Lane Development) Dalby Creek Stream Restoration *NonSimplified Project Type(s) (check all that apply): Habitat 03.Applicant *Business Name(if applicable) Hood Canal Holdings LLC and Watermark Estate Management Services LLC *First Name Ray *Last Name Nelson *Address 1 1023o NE Points Dr.,Ste zoo *City Kirkland *State/Province WA *Zip Code(12345 or 12345-1234) 98033-7897 *Country United States *Primary Phone No(555-555-5555 Ext.) 425-576-3393 *Email v-rayn@watermark-llc.com 04.Applicant Account *Please select one applicant account type Type Page: 1 of 5 • 3 04.Applicant Account Single or Multiple Private Individuals Type 05.Authorized Agent or *Business Name(if applicable) Contact Shannon&Wilson,Inc. *First Name Amy *Last Name Summe *Address 1 400 N 34th Street,Suite too *City Seattle *State/Province WA *Zip Code(12345 or 12345-1234) 98103 *Country United States *Primary Phone No(555-555-5555 Ext.) 2o6-695-6685 *Email ajs@shanwil.com 06.Property Owner(s) *Check here if Property Owner is the same as Applicant Yes *Business Name(if applicable) Hood Canal Holdings LLC and Watermark Estate Management Services LLC *First Name Ray *Last Name Nelson *Address 1 1023o NE Points Dr.,Ste zoo *City Kirkland *State/Province WA *Zip Code(12345 or 12345-1234) 98o33-7897 Page: 2 of 5 06.Property Owner(s) *Country United States *Primary Phone No(555-555-5555 Ext.) 425-576-3393 *Email v-rayn@watermark-ilc.com 07.Project Location *Location Site Name: Dalby Creek Work Start Date:August 1,2020 Work End Date:October 15,2020 Address:0 and 51 East Waterwheel Place,Union,Mason,WA 98592,United States Latitude:47.3479067 Longitude:-123.07222222 Township:22 N Range:03 W Section:33 Quarter Section:SW 1/4 WRIA:14 Stream Number:0139 Stream Name:Unnamed Tributary(Dalby Creek) Parcel No:322335090050,322335000900 ioo Year Flood:Yes Drive Direction:SR io6 abuts the south end of the eastern parcel. Turn north onto 51 East Waterwheel Place, Union,WA 98592• -------------------------------------------------------------------------------------------- 08.Project Description *Will you be operating equipment in water? Yes *Type of equipment used Much of the work will be done by hand or using hand-held equipment. Woody debris and boulder anchor placement and some streambed substrate rearrangement will require use of a small excavator/backhoe. *Summarize the overall project. As mitigation for construction within a riparian buffer,a 300 foot section of Dalby Creek will be enhanced to increase habitat complexity for fish and to improve access to and through a culvert to promote upstream fish migration. Instream enhancements include armor removal,bicengineered shoreline stabilization(with associated removal of sand/rock bags),rearrangement of existing substrate,and placement of 24 pieces of Large Woody Debris. *Describe how you plan to construct each project element. Include specific construction methods and equipment to be used. Identify where each element will occur in relation to the nearest waterbody.Indicate which activities are within the 100-year flood plain. Recommended Construction Sequence: i. Prior to any in-water work,de-fish reach and implement water bypass and fish exclusion measures. 2.Remove sandbags and silt fence from streambanks. 3.Clear invasive vegetation from east streambank. 4.Place and anchor large woody debris(24 pieces)per plans and direction of engineer. Anticipate using small backhoe/excavator. 5.Install coir logs on west streambank by hand and using hand-held equipment. 6.Plant areas on west side of stream(-3300 SF)and formerly cleared areas on east side of stream(-60o SF) following Planting Schedule on this sheet. 7.Excavate low-flow channel and modify streambed materials within and at outlet of East Waterwheel Place culvert to realign thalweg,following direction of engineer and using small backhoe or excavator if feasible. Streambed modification may need to be performed by hand within culvert. 8.Remove water bypass and fish exclusion measures. *Requested Project Start Date: 08/02/2020 *Requested Project End Date: Page: 3 of 5 08.Project Description 10/15/2020 09. Waterbodies(other *Describe how the project is designed to avoid and minimize adverse impacts to the aquatic than wetlands): Impacts environment. and Mitigation The project includes several stream and stream buffer enhancement measures that are designed to minimize and mitigate impacts,and improve existing habitat conditions. •Mitigation sequencing was used in the overall project design process including ways in which impacts to buffers could be minimized where they could not be avoided. The location of the proposed kitchen building was chosen after analyzing the size and distribution of native trees,with an emphasis on removing as few trees as possible. An old concrete foundation for a structure that was never built is also present in this location. The habitat value of this most northwestern corner of the parcel is also lower than the areas closer to the stream as a result of its being closely surrounded on three sides by SR 1o6 and East Waterwheel Place. Care has been taken in design of stormwater,water and septic utilities associated with this building to minimize the impacts to the buffer. The utility facilities have been sited and designed to minimize overall size based on infiltration rates and to minimize tree removal. •The impacts to and loss of functional stream buffer on the south side of East Waterwheel Place(14,834 square feet total)will be compensated by enhancing 23,414 square feet of the remaining Dalby Creek buffer on the south side of East Waterwheel Place(1.6:i ratio). Substantial portions of the buffer and the stream channel in this area are dominated by an English ivy monoculture as a groundcover layer,climbing trees,and covering the steep stream banks and woody debris. Successful removal and long-term control of the invasive ivy and maturation of the native planting plan overtime will provide an enhanced buffer and streambank condition that exceeds the current level of habitat function. Additional enhancement of buffer will take place on the north side of East Waterwheel Place totaling 6,547 square feet. The total buffer enhancement area is 29,961 square feet(2.o:1 ratio). •The stream will be enhanced to increase habitat complexity for fish at and downstream of the East Waterwheel Place crossing of Dalby Creek,and to improve access to and through the culvert for upstream- migrating fish. Instream enhancements include armoring removal,bioengineered shoreline stabilization (with associated removal of sand/rock bags), rearrangement of existing substrate,and placement of 24 pieces of LWD. To the extent practicable,the wood will be sourced from trees removed for construction of the new kitchen building. •Mitigation will be monitored for five years. *Will your project impact a waterbody or the area around a waterbody? Yes *Describe how your project will impact a waterbody or the area around a waterbody. The larger project(construction of a new upland building and associated facilities/utilities)will reduce the width of buffer in one area of Dalby Creek, but the mitigation plan includes significant in-stream and riparian enhancements which will benefit fish in the short and long term through improved fish passage,removal of shoreline armoring,placement of in-stream large woody debris,and substantial improvements in buffer function. *Have you prepared a mitigation plan to compensate for the project's adverse impacts to non- wetland waterbodies? NA *Have you prepared a mitigation plan to compensate for the project's adverse impacts to non- wetland waterbodies? The proposed instream actions are part of the mitigation strategy for the upland development. Adverse direct impacts to Dalby Creek are limited to the construction period,and will be controlled through a program of work area isolation and fish removal and use of best management practices. *Describe the source and nature of any fill material,amount(in cubic yards)you will use,and how and where it will be placed into the waterbody. Page: 4 of 5 09. Waterbodies(other •Implementation of the in-stream enhancement plan will require temporary diversion of flows around the than wetlands):Impacts work areas. Using gravity-flow diversion methods(sandbag coffer dam at upstream and downstream limits and Mitigation of work),waterwill be routed though-i-foot-diameter flexible pipe that will be placed in the middle of channel and shifted as needed away from work areas.The pipe will be removed once work has been completed. •Dalby Creek will be enhanced with the addition of 24 pieces of large woody debris,each anchored by a 2-to 3-foot-diameter boulder. Any material excavated prior to the placement of the logs will be spread evenly along the uphill slope and compacted by hand tamping or other methods approved by the Engineer. When possible, large woody debris will be sourced from tree clearing on adjacent property associated with Hood Canal Estate Improvements Project.Otherwise wood will be sourced from a local timber company. •Coir logs will be installed as shown on the plans and anchored with untreated wood stakes. *For all excavating or dredging activities,describe the method for excavating or dredging type and amount of material you will remove,and where the material will be disposed. To improve habitat connectivity through the East Waterwheel Place culvert,0.75 cubic yard of streambed material within and at the outlet of the culvert will be redistributed. In order to realign the thalweg to the center of the channel,the low-flow channel will be excavated in the center of the existing channel through the full length of the culvert.Streambed modification may need to be performed by hand within culvert. 10. SEPA Compliance *Compliance with the State Environmental Policy Act(SEPA). For more information about SEPA,go to"http://www.ecy.wa.gov/programs/sea/sepa/e- review.html" SEPA review is complete. I will upload,mail,or deliver a copy of the SEPA determination letter as part of this application.. Page: 5 of 5