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HomeMy WebLinkAboutGRD2020-00006 Cut and Fill Phase 2 Apartments, access, pond, parking, utilities - GRD Application - 1/6/2020 MASON COUNTY PERMIT NO c ! DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING• PLANNING• FIRE MARSHAL R c WWW.CO.MASON.WA.US (360) Slag 5 Mason County Bldg. 8. (360)275-4467 Belfair ext. 3 2 615 W.Alder Street, Shelton,WA 98584 (360)482ffifq9� a ext. 352 2070 LAND MODIFICATION PERMIT (Gra AJ"rl er Street OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: Belfair Apartments, LLC Attn:Sterling Griffin NAME: TBD MAILING ADDRESS:11505 Burnham Dr. NW,Ste, 301 MAILING ADDRESS: CITY: Gig Harbor STATE: WA ZIP:98332 CITY: STATE: ZIP: PHONE: 253-649-0636 CELL: PHONE: CELL: EMAIL: s riffin@harborcustomdev.com EMAIL : L&I REG# EXP. PARCEL INFORMATION: Nort Mason a.3a a - 50�`1 CY�3 Regional Fire PARCEL NUMBER(12 DIGIT NUMBER) 9t36t361j3 FIRE DISTRICTAuthority LEGAL DESCRIPTION(ABBREVIATED) :Lot 3 Belfair Station,Vol.10 of Plats,pgs.143,144,and 145,records of Mason County,Washingto SITE ADDRESS 81 NE Ridgepoint Blvd. CITY Belfair DIRECTIONS TO SITE ADDRESS WA-3 North,turn right onto NE Ridgepoint Blvd., site is on left side. IS PROPERTY WITHIN 200 FT: SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF❑ STREAM ❑ DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YESN NO ❑ WILL TIMBER BE CUT AND SOLD IN PARCEL PREPARATION? YES ❑ NO TYPE OF JOB: EXCAVATION © FILLING N GRADING N CUTTING © OTHER ❑ TOTAL SIZE OF PARCEL_1g8'1 C /SQ FT SIZE OF AREA TO BE EFFECTED 16 CRES/ FT ESTIMATED AMOUNTY OF CUBIC YARDS 39,830.46±cut/5,855.08±fill=45,685.54±C.Y.Total DOES THE SITE HAVE SLOPES 14%OR GREATER YES[] NO❑X DESCRIBE SCOPE OF WORK 11 apartment buildings with a total 234 units,associated access, parking areas,detention pond and extension of NE Ridge Point Blvd. along with utility installations. WILL FILL BE BROUGHT ON SITE? IF YES,SITE ADDRESS: WILL EXCAVATED MATERIAL BE TAKEN OFF SITE?IF YES,SITE ADDRESS: DOES FILL CONTAIN POTENTIAL HAZARDOUS MATERIALS? YES ❑ NO N HAS A SOILS REPORT BEEN COMPLETED ON SITE?IF YES,INCLUDE A COPY. YES N NO❑ WILL PROPSAL RESULT IN REDIRECTION OF ANY SURFACE WWATER RUNOFF? YES ❑ NO WILL WORK ALTER WHERE STORMWATER OF GROUND WATER ENTERS OR EXISTS THE SITE? YES ❑ NO WILL QUALITY,QUANTITY OR VELOCITY OF STORM/GROUND WATER BE ALTERED? YES ® NO[] WILL THE RUNOFF BE COLLETED/CONTROLLED BY INTERCEPTORS,CURTAIN DRAINS OR OTHER DEVICES? YES ® NO❑ WILL THE LAND BE REPLANTED UPON COMPLETION? YES ® NO❑ WILL THE PROPOSAL RESULT IN SLOPES STEEPER THAN THOSE CURRENTLY ON SITE? YES ❑ NON IS THE SITE WITHIN 200 FT OF A DESIGNATED SHORELINE OR A WETLAND? YES ❑ NO OWNER/BUILDER acknowledges 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,owners legal representative,or contractor. 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 authorized agent 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 IS BY MEANS OF INSPECTI N. IRA F THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X r of Ap Date X �eiggn-- OWNER EPRESENTATIV /CONTRACTOR Print Na INDICATE) co F � MASON COUNTY PERMIT NO DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING• PLANNING• FIRE MARSHAL WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352 -: - Mason County Bldg. 8, (360)275-4467 Belfair ext. 352 18.W 615 W.Alder Street, Shelton,WA 98584 (360)482-5269 Elma ext. 352 1 n �. LAND MODIFICATION PERMIT (Grading Permit) OWNER INFORMATION: CONTRACTOR INFORMATION: 2 NAME: Belfair Apartments, LLC Attn: Sterling Griffin NAME: TBD 0119" MAILING ADDRESS:11505 Burnham Dr. NW, Ste, 301 MAILING ADDRESS: e CITY: Gig Harbor STATE: WA ZIP:98332 CITY: STATE: ZIP: PHONE: 253-649-0636 CELL: PHONE: CELL: EMAIL: sgriffin@harborcustomdev.com EMAIL : L&I REG# EXP. North Mason PARCEL INFORMATION: Regional Fire PARCEL NUMBER(12 DIGIT NUMBER) 123285000003 FIRE DISTRICTAuthority LEGAL DESCRIPTION(ABBREVIATED) :Lot 3 Belfair Station,Vol.10 of Plats,pgs.143,144,and 145,records of Mason County,Washingto SITE ADDRESS 81 NE Ridgepoint Blvd. CITY Belfair DIRECTIONS TO SITE ADDRESS WA-3 North,turn right onto NE Ridgepoint Blvd.,site is on left side. IS PROPERTY WITHIN 200 FT: SALTWATER ❑ LAKE ❑ RIVER/CREEK ❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM ❑ DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YESR NO ❑ WILL TIMBER BE CUT AND SOLD IN PARCEL PREPARATION ? YES ❑ NO R TYPE OF JOB: EXCAVATION FILLING ❑X GRADING R CUTTING ❑X OTHER ❑ TOTAL SIZE OF PARCEL 1� V C /SQ FT SIZE OF AREA TO BE EFFECTED 16 CRES/ FT ESTIMATED AMOUNTY OF CUBIC YARDS 39,830.46±cut/5,855.08±fill =45,685.54±C.Y. Total DOES THE SITE HAVE SLOPES 14%OR GREATER YES[] NOR DESCRIBE SCOPE OF WORK 11 apartment buildings with a total 234 units, associated access,parking areas detention pond and extension of NE Ridge Point Blvd. along with utility installations. WILL FILL BE BROUGHT ON SITE? IF YES, SITE ADDRESS: WILL EXCAVATED MATERIAL BE TAKEN OFF SITE?IF YES, SITE ADDRESS: DOES FILL CONTAIN POTENTIAL HAZARDOUS MATERIALS? YES ❑ NO HAS A SOILS REPORT BEEN COMPLETED ON SITE? IF YES,INCLUDE A COPY, YES 0 NO ❑ WILL PROPSAL RESULT IN REDIRECTION OF ANY SURFACE WWATER RUNOFF? YES ❑ NO WILL WORK ALTER WHERE STORMWATER OF GROUND WATER ENTERS OR EXISTS THE SITE? YES ❑ NO WILL QUALITY,QUANTITY OR VELOCITY OF STORM/GROUND WATER BE ALTERED? YES ® NO❑ WILL THE RUNOFF BE COLLETED/CONTROLLED BY INTERCEPTORS,CURTAIN DRAINS OR OTHER DEVICES? YES N NO❑ WILL THE LAND BE REPLANTED UPON COMPLETION? YES ® NO ❑ WILL THE PROPOSAL RESULT IN SLOPES STEEPER THAN THOSE CURRENTLY ON SITE? YES ❑ NO IS THE SITE WITHIN 200 FT OF A DESIGNATED SHORELINE OR A WETLAND? YES ❑ NO OWNER/BUILDER acknowledges 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,owners legal representative, or contractor. 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 authorized agent 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 IS BY MEANS OF INSPECTI N. INA F THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X I —�7 ignatur of Ap Date X 6tyag4 OWNER EPRESENTATIV CONTRACTOR Print Na a INDICATE) MASON COUNTY PUBLIC WORKS DIRECTOR/COUNTY ROAD ENGINEER Shelton, Washington 98584 DATE: February 10, 2021 INTER-DEPARTMENTAL COMMUNICATIONS TO: Trish Woolett PARCEL # 12328-50-00003 FROM: Fred Perryman — E&C Asst Manager PERMIT #: GRD2020-00006 SUBJECT: Stormwater Site Plan (SSP) NAME: Belfair Apartments, LLC Trish: The stormwater site plan and narrative for Belfair Apartments phase two was received and reviewed by Public Works. The plan notes the grading will add 7.58 acres of new impervious surfaces and will disturb 15.90 acres. The stormwater plan includes plans for both during development and post-developed conditions. The permanent stormwater facilities include a drainage system which will convey stormwater to a sediment pond. The stormwater plan is considered acceptable. Permit Conditions: • A Declaration of Covenants Associated with Privately Maintained Storm Drainage Facilities (O&M) should be executed and recorded with Mason County prior to permit being finalized. • The stormwater drainage plan should be incorporated into the site-plans and be a condition of permit issuance. • Record drawings shall be drawn and recorded with the county at the completion of the project Adequate erosion and sediment control features need to be implemented during land disturbing activities to protect neighboring properties and State waters from adverse stormwater runoff impacts. The migration or release of silty water or mud from the applicant's property will be considered a violation of County and State water quality protection regulations. Please feel free to contact me at 625 if you have any questions. Sincerely, Fred Per man Engineer Tech IV 't`'Rd)PERTY DESCRIP710 (PER MASON,COUNTY TITLE COMPANY ATTORNEYS TITLE OF KITSAP ALTA COMMITMENT FOR TITLE INSURANCE COMMITMENT N0. '0195620, DATED SEPTEM13ER 9, 2019.) LOT THREE (3), BELFAIR STATION, VOLUME 10 OF PLATS, PAGES 143, 144 AND 145, RECORDS OF MASON COUNTY, WASHINGTON. AND ALL THAT PORTION OF THE SOUTHEAST QUARTER (SE 1/4) OF THE NORTHWEST QUARTER (NW 1/4) OF SECTION TWENTYEIGHT (28), TOWNSHIP TWENTYTHREE (23) NORTH, RANGE ONE (1) WEST, W.M., PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE PLAT OF BELFAIR STATION, VOLUME 10 OF PLATS, PAGES 143, 144 AND 145, RECORDS OF MASON COUNTY, WASHINGTON, ALSO BEING THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER (SE 1/4) OF THE NORTHWEST QUARTER (NW 1/4); THENCE SOUTH 89'07'01" EAST, ALONG THE PROLONGATION EASTERLY OF THE NORTH LINE OF SAID PLAT OF BELFAIR STATION, BEING ALSO THE NORTH LINE OF SAID SOUTHEAST QUARTER (SE 1/4) OF THE NORTHWEST QUARTER (NW 1/4), 367.32 FEET, TO THE WESTERLY MARGIN OF A PRIVATE ROAD; THENCE, ALONG SAID WESTERLY MARGIN, SOUTH 19'00 30 WEST, 783.10 FEET, AND SOUTH 70'59 30 EAST, 25.00 FEET, AND SOUTH 19'00'30" WEST, 426.20 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY, AND HAVING A RADIUS OF 190.00 FEET, THENCE SOUTHWESTERLY, CONTINUING ALONG SAID WESTERLY MARGIN, AND ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 35'04'12" FOR A ARC DISTANCE OF 116.30 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, SOUTH 54'04'42" WEST, 50.50 FEET, TO THE EASTERLY LINE OF SAID PLAT OF BELFAIR STATION, BEING ALSO THE WESTERLY LINE OF SAID SOUTHEAST QUARTER (SE 1/4) OF THE NORTHWEST QUARTER (NW 1/4); THENCE NORTH 00'49'26" EAST, ALONG SAID EASTERLY LINE, 995.23 FEET TO THE POINT OF BEGINNING. SAID LAND BEING ALSO KNOWN AND DESCRIBED AS THE RESULTING PARCEL 2 OF BOUNDARY LINE ADJUSTMENT NO. 00-35, RECORDED JULY 17, 2000, AUDITOR'S FILE NO. 1714660. TOGETHER WITH A PERPETUAL, NON-EXCLUSIVE EASMENT FOR INGRESS, EGRESS AND UTILITIES, 60 FEETR IN WIDTH, AS DESCRIBED IN INSTRUMENT RECORDED OCTOBER 26, 1994, AUDITOR'S FILE NO. 597638. TOGETHER WITH A NON-EXLCUSIVE EASEMENT FOR VEHICULAR AND PEDESTRIAN INGRESS AND EGRESS, AND THE INSTALLATION, MAINTENANCE AND REPAIR OF UNDERGROUND UTILITIES, AS DESCRIBED IN INSTRUMENTS RECORDED AUGUST 4, 2000, AUDITOR'S FILE NOS. 1715769 AND 1715770. ex ENGINEERING (')'C CZ zk-6riooto see ?,4,2a -00C TRANSMITTAL To: Mason County Date: 1-6-21 615 W.Alder St. Shelton, WA 98584 Subject: Olympic Sunset View Apartments Attn: Apex Job#:26571-1 Phone: 360-427-9670 WE ARE SENDING ❑ Change Order ❑ Letters ❑ Specifications YOU: Q Drawings ❑ Proposals ❑✓ Other: ❑ Information ❑ Service Agreement VIA: ❑ Attached ❑ Messenger ❑✓ Hand Delivery ❑ FeclEx ❑ USPS ❑ Other: Copies Description: 1 11x17 Site Development Plans 1 SEPA Environmental Checklist 1 Trip Generation Summary&Traffic Impact Analysis&Intersection Control Evaluation 1 Desktop Review for Inadvertent Discovery Plan 1 Thumb Drive of all Application Materials ❑ For your use ✓❑ For approval ❑ As requested ❑ For signature REMARKS: Please review for approval. Please let us know if you need anything else for approval. Cc: Signed: �-. tEt """"`Q� Email: saunders@apexeneineering.net Name: Staci Saunders Phone: (253)473-4494, ext: 1218 2601 South 35th St 0200 Tacoma.WA 98409 uoxongut--nng not t2541 473 44!:.l