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Home My WebLink AboutGRD2020-00004 Cancelled - GRD Inspections - 11/26/2024 615 W.Alder St.Bldg 8,SHELTON,WA 98584 r MASON COUNTY SHELTON:360-427-9670,EXT 352 �I COMMUNITY SERVICES BELFAIR:360-2754467,EXT 352 ti \ Building,Ndnning,Emironmenlal Htmlth,Community Health ELMA:360-482-5269,EXT 352 www.co.mason.wa.us INSPECTION CARD AND CERTIFICATE OF OCCUPANCY" To schedule an inspection call or visit http://www.co.mason.wa.us/community-services/bld-inspection.php Permit Number GRD2020-00004 Date Issued 06/17/2020 Issued By Project GRADING PERMIT FORTHE ACCESS ROAD FOR MILL CREEK HEIGHTS LARGE LOT SUB. Site Address UNKNOWN Applicant CEDARLAND FOREST RESOURCES LLC Contractor Contractor Phone Primary Code UPC IBC,IRC, IFC,IEC, IMC,& Type Permit Type GRADING Occupancy -APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS. -DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL Is GRANTED. -THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION, FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY. -ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION. -OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION. —THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED." PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET Public Works Access/Driveway Other Health Septic Well Deptartment Planning Site Inspection Department Fire Marshall Fire Apparatus Access Fire Sprinkler Auto Fire Alarm Hood and Duct Other Final Building Building Official: Community Services Designee Department Concrete Setbacks Slab Footing Perimeter Point load Footing Footing Interior Footing Decks/Porches Foundation Stem Walls Other Rough-In Groundwork Plumbing Framing Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical Gas Piping Shear Wall Nailing Underfloor Other Insulation Slab Ceiling Floor Vaulted Ceiling Walls Vapor Barrier Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building Manufactured Setbacks Setup Home Concrete Foot/ Runners Final Other Mason County Mason County - Division of Community Development Y 615 W. Alder St. Bldg. 8 f, Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us F 0-00004 GRADING DESCRIPTION: GRADING PERMIT FOR THE ACCESS ISSUED: 06/17/2020 MILL CREEK HEIGHTS LARGE LOT SUB. ESS: UNKNOWN MASON COUNTY EXPIRES: 12/14/2020 PARCEL: 320294100080 APPLICANT: CEDARLAND FOREST RESOURCES LLC OWNER: CEDARLAND FOREST RESOURCES LLC PO BOX 2264 PO BOX 2264 GIG HARBOR, WA 98335 GIG HARBOR, WA 98335 1.800.407.1551 FEES: Paid Due Planning Commercial Review $380.00 Fee Grading Plan Review Fees $60.00 Grading Permit Fee $300.00 State Fee-Commercial $25.00 Technology Surcharge $7.20 Totals : $772.20 REQUIRED INSPECTIONS BLD-Final Inspection CONDITIONS ALL CLEARING,CUTTING, GRADING, EXCAVATING, TERRACING, FILLING AND SIMILIAR WORK WILL BE REGULATED BY THE REQUIREMENTS PURSUANT TO THE MASON COUNTY GRADING PERMIT STANDARDS ADOPTED BY RESOLUTION 141-96 and MASON COUNTY CODE, TITLE 14, CHAPTER 14.44. Printed by:Julia Kerkes on:06/17/2020 02:49 PM Page 1 of 3 Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg. 8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us GRADING GRD2020-00004 * 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 INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. Access Roads to the site must not be degraded as a result of work. Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. All culverts shall be maintained in perpetuity to ensure that drainage will not overflow. " All upland areas disturbed or newly created by construction activities shall be seeded, vegetated or given some other equivalent type of protection against erosion. * All fills shall be compacted to a minimum of 90 percent of maximum density. * A 20 foot wide fire apparatus access road is required to extend within 150 feet of any portion of the exterior walls of the building. An unobstructed vertical clearance of 13 feet, 6 inches is required. Dead-end fire apparatus access roads longer than 150 feet are required to have an approved turnaround. The maximum grade of a fire apparatus access road is 14%. Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. " Cut and fill slopes shall be setback from site boundaries in accordance with Section 14.44.190. • Work must be done in the dry to help prevent disturbance of unstable soil layers and uncontrollable mass wasting. " All other necessary permits from Mason County, Washington State and/or Federal Agencies that are required for this proposed development and construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. * All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections being performed or approvals granted. " CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. * All building permits shall have a final inspection performed and approved by Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ordinances and building regulations. All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration. Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No more than one extension may be granted. Printed by:Julia Kerkes on:06/17/2020 02:49 PM Page 2 of 3 Mason County Mason County - Division of Community Development f 615 W. Alder St. Bldg. 8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us GRADING GRD2020-00004 Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. * All property lines shall be clearly identified at the time of foundation inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of an ther state/local regulating construction or the performance of construction. Issued By: L Contractor or A Vthorized Agent: A�j Date: 0(19117ILOZ9 Printed by:Julia Kerkes on:06/17/2020 02:49 PM Page 3 of 3 TAIIJA ENGINEERING, Inc. PO Box 235, Hoodsport, WA 99548 (3+60)877-9512 Mason (,.aunty DCD Planning. Division �''! .,P 426 W Cedar Street $ Shelton, W.A 98584 ` Cedarland Forest Resources LLG Attn; Joe Cedarland a al?IS4 PO Fox 2264 Gig Harbor, WA 98:335 (253)2 8-8136 Re Geotechnical Report--Cut Slope Addendum Mill Creek -Cedarland Larger Lot Subdivision Parcel No.s: 3202941-00080 & 32029-44-0000) Mason Co. Case Nos: FPA2018-00019 I Rt 70Ii _1¢9� -(0003, S2 �� 7 2 ' ,I RECEIVED WG0 9 G0 38 � GRI),20,20-00004 JUL 13 2020 615 W.Alder Street AGATE LAND SUR'VEYINO and Joe Cedarland of CEDARLAND FOREST RESOURCES LLC have asked me to provide:engineering justification for increasing the road and driveway cut banks as steep as 1:1. I have altered the stability analysis model that 1 used in my original geotechnical report to include a 12-foot tall cut bank with a 1:1 slope. The soil properties used in the original report were used and produce a Factor of Safety(FoS) for the entire crass section of 2.29. In my analysis I centered the analysis on the cut bathe 1'd included in my model and the results show that the cut bank itself realizes a l;oS of ,. i next performed an analysis unclear dynamic conditions which produced a 1=oS 1.80 overall with env initial failure circle producing a FoS of 2.24 . The analysis results show that building,the road(s)with 1:1 back slopes cuts excees the County's minimum required FoSs and support the owner's desire to construct the:plat roads and driveway cut banks with a 1:1 slope. Plmw feel free to contact me if there are any gwstions or concerns ruing this report or my findings. Sincerely, A) Jan A.Tahja, A.E. Attached;GALENA Cut Bank Stability Analysis f de ct e rda land Udl("rk U,rrlart(;ev- Ad&idm 1 of 1 W 11/2020 `rAHJA.ENGINEERING. Inc. PO Box 235,floodsport� WA 98548 (360)877-9512 Cedarland Prcl 3202941-00080 & 32029444MOOO X-Section A-A Static Stability Analysis Road oAd DnvoxaN ] :I Cut Slope final sjs ........... GALENA .......... VA I 1A L Igo - ...................... ................ .................... .......... ......... i.......................... ............................. tw 1 4 CV*14"VA CA PW WAft 5"WQW*"W#*f P*4#"W"NNW*ft*F*"A%*AW,**WWW W 04 mA 0"*-40"A TOO Eft~og,Inc Calena 5.02 Analysis Results 1-icensee: Tahja Fn:jineerrinq, ..............-1- -,...................-................ ...................................................................................................... ................ ................................I...................... ................ ......- Frcject: Cedarl and Mill Crk Plat File: C-.\Documerats and settinqs\owvei,\my E>ocuments\GA111ena ir-,iles\mo�jels\ Cedarland Mill Cry. Cut Bank Analysis.qmf ........................I........... ............................ I.......................................................... ..........................................- ............. ............ ........................ .......... ................... .......... DATA: Anal ysi's 1 - Static Material Propertir-- .12 rnalrarlals) --------------- Material: I (Moh-, !sotrop,-) - Weathered Shirfat5e. soils. Cohesion Phi Ru 120.00 34.0 12:��110 1110 Material: 2 (Mohr-Cau-.-,,-- "u increases with depth) Con!3olidated Soils 4' bellow ground �Ohesion Phi UnitWeight R4, 200.00 34.0 0 '4125.00 1.10 Water Pro pert tes _----....-----__-_ Unifi weight of water., 6.?.40 Unit weight of water/medium above ground: 62.40 Material Profiles (2 profiles) ----------------- profile. 1 (2 points) Material beneath: 1 Weathered Surfao* Soi-Is 0.00 250.00 (100�00 25MO prat!..lps 2 (13 points� Material. heneath: 2 Cnnsol idated of Is - 41 0.00 17f.00 77.r)O 166�00 12 6.1)0 .1.5 6.0 0 174�00 146�00 178.00 145,00 rde, (71-` (,-rk C-wtV1We,4n,*-xO I of4 711112020 " AHJ ENGINEERING,Inc. PO Box 235, ttood port. WA 98548 (360)877-9512 1116.00 138.00 200.DO I3.3 0. 10 9.r JO ice£ , t3 283,00 116.00 346.00 355.56 €32. 11 420.00 1 _0 52:3_00 7G.00 Slope Surface (11. points) _ 174.00 150.00 186. ;'. 138.00 2119.00 1301.00 2 el a2C3,0 0 ?46.06 910.00 355. 86.00 420.00 76.0 5323.00 `14.0 hreatic Surface '(2 paint a) ., 0.00 76.00 600,00 '76.0 Initial circular surface for critical search defined . XL,XR, trig=rr,ects: XIS. 149.50 L 155.10 ? 230 Yet: I?7..16 Variable Restraints Parameter descriptor: XL XR R Range of variation: 65.00 80.0025.0 Trial positions within range-. 1,2 12 12 RESULTS: Anal yr ii: ----------------- Critical Failure C Search using Multiple Circle Generation Techniques � ��r„�,edr eat fe$t 'or ir�l :lal. Failar.r�: e� :�`c:.l appr�ai. atl.e�n; 3<T.1 '_':rare were:. 1070 successful analyses from total, f 1729 trial. e �ircles 651 analyses terminated dtv- to umacce ptabl geometry Critical (mine mmuz) Factor of Saf'aat 2.2 it 1 - l'dry (Lower 13 oa::.,_v,r of Safety circlosl -------------------- Circle Y- �rrtr }t-Le -t Y-Le«f -Right -Right Radius _. 1 191.0 1-17.51 164�27 1.52.03 190.00 136»61 41.50 2.29 2 19 .211 179. 9 164.27 152.03 190.00 136.61 4.3,7'7 2.-M 199.52 161.66 164.21 152.03 190.00 136.61 46.05 , , 5 4 1?"" . 5 18 3.1 164.277 152.03 1,9 .0 1 3ta.C 1 48.:32 5 175.56 '.64.2`1 152.03 1,97.27' 134.08 =41.5 2 " _1 185.76 164.27 1,5 . ."3 1,90.00 136.61 50.59 2. .{�2 7 1 194.63 177.77 1-9.;3t1 153.26 "s 97.27 134.08 43.77 2.372 193.46 175.40 158.36 153."`_. 1.97.27 134.08 41.50 2.374 9 203.19 187.80 164.23 152. . i9o.00 1 36.61, 52.86 2.374 .1.0 1..95.79 1 £1.1.0 1.5R.36 153.26 197.27 1 34.11 46.05 2.375 1.1. 199.66 177.79 16 4.2'7 152,03 197.27 134.06 43.77 2.3,75 12 196,91 1 2.40 159..36 153.26 197.27 134.0 4 3.32 2. 381 13 192,79 180,29 158.36 153126 190,00 13 .C" 4;3.77 2. 2 File:(",,,Projects't'eiiarizind,:ttilI Crk L W Sty And-ySis 2 of 7/1 1/2020 TANIA ENGINEERING.Inc. PO Box 235, lloodsport. WA 98548 (360)877-9512 Cedarland Prc132029►-41-0(N►80 & 32 29- -00000 X-Section A-A Static Stability Analysis Road and Driveway 1,1 Cut Slope.Anal 1.0 LEJVA � i 's ! f E w� n. is SSU ':s t'-435.abq#d s.N h+°.,.¢y6yp5•i:V ,. 100 -' VuftOe Stabh y An4yrs ffi'wh+-e ?::rc+dx- G {nhtwnss:t4 . I ae",W aftty ISO aw 2W 3 m 350 +w •art saw,a Ar �er rs xuo �a�tltl NIM#`xR�g1it G:+f 0mmm rb WW Oda F" M*Gx c w Aft*" v*t TO*EmqWae*q6 InL a.�2 analysis ifi stal.ts Licounee: Tah a Engincerinq, Inc. Project: Cedarland Mill Crk Plat File: C:\t'ae.�cuments and Set;.t;;i,ri s\Owner'N My tar_cument a Ga Sena 'i e \Model \Cedar �,tnd Mi-'I Crk Cut Bank Analysis Lyn.g i DATA: Analysis 1. - Static Material Properties (2 materialsl -------------------- Material: 1 JMohr-Coulomb Isotropic) - weathered Surface. Soils Cohesion Phi Un. tweight Ru 120.00 34.0 123.00 1 .10 Material: ? {Mohr-Coulomb Cu increases with depth" - Consolidated Soyls 4' below Cohesion Phi Pi Unit'Wei ht Ru 200.00 34.0 0 125.00 1 .10 Water Properties ----- ---------- lni,t weight of water: 62.40 t nir weight of water/medium above ground: 62.40 Maternal Profiles {2 profiles) -- -----------..-__- Pr`ofile: 3. (2 points) 14 r..er ai b-eneath* 1 - Weathered Surface Soils Profile: 2 ( 3 points) Material beneath; 2 Consolidated soils - 4' below ground 0.00 176.00 77.00 166.00 126.DO 156.00 174,00 146.00 178.00 1.45.100 File.C.,Praj ts'C edarlaraddWitf Crk Cut'90pe -0tat n 3 of 4 7/1 1 f-020 TAIIJA ENGINEERING,Inc. PO Box 235, Iioo&port, WA 98548 (360)877-9512 186.00 138.00 0 200.00 133.00 209.00 126.00 355.00' 82.00 420.CC1 72.00 523.00 70.00 0.00 180.00 77.00 i7o.00 126.00 160.00 1 14.00 150.00 186AO 139.Clfl 209.00 130.00 283,00 1,20.00 346.00 50.00 355.00 86.00 420.00 76.100 523.0 74.00 Phrearic Surface (2 points) ---- 0.00 76.00 600.0 '16.00 Failure Surface --------------- Initial circular surface for critical search defined by. X .,XR,R Intersects: XL: 149..50 Yt,: 155.1 it: 230.0 YR,: 1.27. 16 Centre: XC: 200.63 YC: 1i2.46 Radius: 9: 54.0 Earthquake Force ---------- ---- Pseudo-static earthquake (seismic) coefficient: 0.150 Variable Restraints ------------------- Parameter descriptor: XL XR R Range of variation: 65.00 80.00 25.00 Trial positions within range: 1 12 12 }3;E,SULTS: Analysis 1 - Static Bishop Simplified Method of Analysis _ Circular Failure Surface --------------- Critical Failure Circle Search usinq Multiple Circle Generation Techniques Factor of Safety fn- initial fail=:re circle appr,etximatinn, There were: 1078 auccuassful analyses from a total of 1729 trial circles 651 analyses terminated dupe to unacceptable geometry Critical (minimum) Factor of Safety: 1.80 Circle and Results summary (Lowest 11 Factor of Safety circles) -,----- -------------- Circle X-Centre Y-Centre X-left: Y-Lefk, X-Right Y-Right :adios Fo 1 197.03 177.51 164.27 152.03 190.00 136.61 41.50 1.8 1 2 194.63 177.77 1.58.36 153.26 197.20 134.08 4:3.77 1.812 3 195.78 180.is 158.36 153.26 197.217 134.t18 46.05 1..813 4 198.28 179.59 164.27 190.00 136.61 43.77 1.81.3 5 200.04 181.94 158.36 153.26 2 4.:)5 131.55 50.5 1-813 6 192.79 180.29 158.36 153.26 190.00 136.61 4:3.77 1.814 7 193.46 175.40 158.36 153.26 197.2 434-.013 4.1 .56 1..814 8 1.93.94 1.82.48 1.58.36 153.216 190.00 136.61, 46.05 1.815 9 191.62 178.08 158.36 153.26 190.00 1,16.461. 41.50 1.815 10 1.98.91 179.54 158.36 153.26 204.55 -131.55 48.32 1.91.5 11 201.15 184.30 158.36 153.26 2 4.55 .131 .55; 52.66 1.816 Fdc C.PrgjectsiC'edw4and d1 Ok Gar.VoM Andyxic 4 of 4 7/11/2020