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Home My WebLink AboutGRD2015-00005 Middle School Renovation - GRD Permit / Conditions - 1/13/2016 Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352 Mason County Bldg. III 426 W. Cedar St Shelton, WA 98584 INSJ LAND MODIFICATION BUILDING PERMIT GRD2015-00005 OWNER: HAWKINS MIDDLE SCHOOL RECEIVED: 4/23/2015 CONTRACTOR: LICENSE: EXP: ISSUED: 1/13/2016 ENGINEER: LICENSE: EXP: EXPIRES: SITE ADDRESS: 71 E CAMPUS DR (DIST OFFICE) BELFAIR PARCEL NUMBER: 122082360000 LEGAL DESCRIPTION: SW NW E OF R/W* SEE SURVEY 9/14 - PROJECT DESCRIPTION: DIRECTIONS TO SITE: As part of Hawkins Middle School Renovation Permit(COM2015-00070), WA ST RT 3 N, TO BELFAIR, RIGHT ON N MASON SCHOOL RD, grading 12.4 acres out of 73.51 acres. composed of 5,000 cy of fill, and RIGHT ON CAMPUS DRIVE TO SITE 5,000 CY of cut. Inspection Area: Fill?: Yes Comp. Plan Desig.: Rural Grading?: Yes IRO Desig.: Cutting?: Yes Shoreline Desig.: Not Applicable Area Graded: 12.00 Acres SEPA?: Yes Cubic Yards: 5,000.00 FEES Type By Date Amount Receipt Grading Permit Fee JBN 4/23/2015 $391.77 S220160001 Grading Plan Check Fee JBN 4/23/2015 $76.47 S22016000i Planning Review Fee JBN 4/23/2015 $205.00 S220160001 Planning Stormwater Rey JBN 4/23/2015 $255.00 S220160001 Building State Fee RTB 9/29/2015 $4.50 S22016000i Total $932.74 GRD2015-00005 Please refer to the following page(s)for conditions of this permit. Page 1 of 6 CONDITIONS FOR GRD2015-00005 1) Approved per site plan and topographic cross-section as presented in Construction SWPPP by Sitts & Hill Engineers April 2015. X 2) All construction and demolition debris must be removed from the site area after project completion as presented in Construction SWPPP and stormwater report by Sitts& Hill Engineers April 2015. Proper disposal of construction debris must be on land in such a manner that debris cannot enter or cause water quality degradation of State waters. X 3) Temporary Erosion control measures must be implemented to prevent water quality degradation of adjacent waters or properties. X 4) All up areas disturbed or newly reated by construction activities shall be seeded, vegetated or given some other equivalent type of protection against erosion. X c 5) 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. X 6) All surface water and potential runoff from the proposed development will be controlled on site in drywells and infiltration trenches, and shall not adversely affect any adjacent properties, cause sediment deposits, nor increase the velocity flow entering or abutting to any state or county culvert or ditch r road way. X G GRD2015-00005 Please refer to the following page(s)for conditions of this permit. Page 2 of 6 7) APPROVED PLANS ON SITE All 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 Depar r or to any further inspections being performed or approvals granted. X CHA O APPROVED PLANS All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordina=ulation, must be reviewed and approved by Mason County prior to construction. X CUT LIM IONS The slope of cut surfaces shall be no steeper than is safe for the intended use and shall be no steeper than two horizontal to one vertical unless the permittee furnishes a soils engineering or an engineering geology report, or both, stating that the site has been investigated and giving an opinion that a cut a slope will be stable and not create a hazard to public or private property. X t a r DRAIN AND TERRACING Unless otherwise indicated on the approved grading plan, drainage facilities and terracing shall conform to the provisions of this section for cut or fill slopes steeper than three horizontal to one vertical. Terrace. Terraces at least six feet in width shall be established at not more than thirty-foot vertical intervals on all cut or fill slopes to control surface drainage and debris; except when only one terrace is required, it shall be at midheight. For cut or fill slopes greater than sixty feet and up to one hundred twenty feet in vertical height, one terrace at approximately midheight shall be twelve feet in width. Terrace widths and spacing for cut and fill slopes greater than one hundred twenty feet in height shall be designed by the civil engineer and approved by the official. Suitable access shall be provided to permit proper cleaning and maintenance. Swales or ditches on terraces shall have a (minimum) gradient of five percent and must be paved with reinforced concrete not less than three inches in thickness or with an approved equal surface material. They shall have a minimum depth at the deepest point of one foot and a minimum surface width of five feet. A single run of swale or ditch shall not collect runoff from a tributary area exceeding thirteen thousand five hundred square feet(projected)without discharging into a down drain. An analysis by a licensed engineer may be required to determine pipe or swale size, as determined by the official. Subsurface Drainage. Cut and fill slopes shall be provided with subsurface drainage as necessary for stability. In compliance with the Mason County practices regarding stormwater management, all drainage facilities shall be designed to carry waters to the nearest practicable drainage way approved by the official or other appropriate jurisdiction as a safe place to deposit such waters. Erosion of ground in the ar scharge shall be prevented by installation of nonerosive downdrains or other devices. X EROSIO ONTROL The faces of cut and fill slopes shall be prepared and maintained to control against erosion. This control may consist of effective planting. The protection for the slopes shall be installed as soon as practicable and prior to calling for final approval. Where necessary, check dams, cribbing, riprap or other devices 9 ds shall be employed to control erosion and provide safety. X FINAL INS CTION REQUIRED All building permits shall have a final inspection performed and approved by the 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 ordinances and building regulations. X GRD2015-00005 Please refer to the following page(s)for conditions of this permit. Page 3 of 6 PERMIT EXPIRATION All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holder evented action from being taken. No more than one extension may be granted. X PRO LINES All property lines shall be clearly identified at the time of inspection. X r6.c� SETBACKS - CUTS The top of cut slopes shall not be made nearer to a site boundary line than one-fifth of the vertical height of cut with a minimum of two feet and a maximum of ten feet. The setback may need to be increased for any required interceptor drains. The top of the cut slope shall be finished as a rounded or bald slope. X SETBACKS- FILLS Setback dimensions shall be horizontal distances measured perpendicular to the site boundary. Toe of Fill Slope. The toe of fill slope shall be made not nearer to the site boundary line than one-half the height of the slope with a minimum of two feet and a maximum of twenty feet. Where a fill slope is to be located near the site boundary and the adjacent off-site property is developed, special precautions shall be incorporated in the work as the official deems necessary to protect the adjoining property from damage as a result of such grading. These precautions may include but are not limited to: Additional setbacks; Provision for retaining or slough walls; Mechanical or chemical treatment of the fill slope surface to minimize erosion; ProVr9to,Rs for the control of surface waters. X FILLS Preparation of Ground. Fill slopes shall not be constructed on natural slopes steeper than 2:1. The ground surface shall be prepared to receive fill by removing vegetation, noncomplying fill, topsoil and other unsuitable materials; by scarifying to provide a bond with the new fill; and, where slopes are steeper than 5:1 and the height is greater than five feet, by benching into sound bedrock or other competent material as determined by the soils engineer. The bench under the toe of a fill on a slope steeper than 5:1 shall be at least ten feet wide. The area beyond the toe of fill shall be sloped for sheet overflow or provided with a sub-drain. When fill is to be placed over a cut, the bench under the toe of fill shall be at least ten feet wide, but the cut shall be made before placing the fill and accepted by the soils engineer or engineering geologist, or both, as a suitable foundation for fill. Fill Material. Organic material shall not be permitted in fills. No rock or similar irreducible material with a maximum dimension greater than twelve inches shall be buried or placed in fills. Compaction. All fills shall be compacted minimum of ninety percent of maximum density at optimum moisture content determined in accordance with ASTM D 1557. The sll ill surfaces shall be no steeper than is safe for the intended use. Fill slopes shall be no steeper than two horizontal to one vertical. X COMPA ION REPORT A COMPACTION REPORT PREPARED AND SIGNED LICENSED DESIGN PROFESSIONAL SHALL BE REQUIRED. THE REPORT SHALL VERIFY THAT FILL MATERIAL HAS BEEN COMPACTED TO NOT LESS THAN NINETY-PERCENT OF MAXIMUM DRY DENSITY. SUBMIT COMPACTION REPOR THE MASON COUNTY BUILDING DEPT., PO BOX 186, SHELTON, WA 98584 PRIOR TO THE FINAL INSPECTION. X Plastic Ma ials in Multi-Story Buildings GRD2015-00005 Please refer to the following page(s)for conditions of this permit. Page 4 of 6 The use of plastic material in multi-story buildings may be limited not to exceed 30-ft and/or more than 3-stories unless approved by manufacturer specifications or engineer design. When plastic materials are used, werify that the material used for plumbing or other distribution system is approved as insta . If plastic materials are used provide manufacturer specifications for the building inspector during the inspection. X 8) All other ssary permits from Mason County, Washington State and/or Federal Agencies tha required for this proposed development and construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. X 9) All fills shall be compacted to a minimum of 90 percent of maximum density.X �Cn 10) Own nt is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at any time after work is commenced. .Evidence -off continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied. OWNER OR GEN T IZ1C �\ i l�l 'L�L� DATE: I J GRD2015-00005 Please refer to the following page(s)for conditions of this permit. Page 5 of 6 8/17/2015 Conditions Associated With 5:10:23PM Case #: GRD2015-00005 Permit Condition Status Updated item# Code Title Status Changed By Tag Date By 1) 1�0 Site Plan and Topographic Section NOT MET 6/19/2015 AHB Approved per site plan and topographic cross-section as presented in Construction SWPPP by Sitts&Hill Engineers April 2015. X 2) 1 CONSTRUCTION DEBRIS REMOVAL NOT MET 8/17/2015 AHB All construction and demolition debris must be removed from the site area after project completion as presented in Construction SWPPP and stormwater report by Sitts&Hill Engineers April 2015. Proper disposal of construction debris must be on land in such a manner that debris cannot enter or cause water quality degradation of State waters. X 3) 140 Temporary Erosion Control NOT MET 6/19/2015 AHB Temporary Erosion control measures must be implemented to prevent water quality degradation of adjacent waters or properties. X 4) 70 Erosion Protection NOT MET 6/19/2015 AHB All upland areas disturbed or newly created by construction activities shall be seeded,vegetated or given some other equivalent type of protection against erosion. X 5) 153 CHAPTER 14.44 NOT MET 6/19/2015 AHB 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. X 6) 1 SURFACE WATER CONTROL NOT MET 6/19/2015 AHB All surface water and potential runoff from the proposed development will be controlled on site in drywells and infiltration trenches,and shall not adversely affect any adjacent properties,cause sediment deposits,nor increase the velocity flow entering or abutting to any state or county culvert or ditch system or road way. X Page 1 of 1 CaseConditions..rpt COG, MASON COUNTY ' PERMIT NO. � ,t . `, ' DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING•PLANNING• FIRE MARSHAL BUD O WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352 - ` Mason County Bldg. III,426 West Cedar Street (360)275-4467 B r 1 rrrsr PO Box 279, Shelton,WA 98584 (360)482-5269 a �36 LAND MODIFICATION PERMIT 2- A 2015 OWNER INFORMATION: CONTRACTOR INFORMA NAME:NORTH MASON SCHOOL DISTRICT NO. 403 NAME: TBD "eQ1 MAILING ADDRESS:71 E CAMPUS DRIVE MAILING ADDRESS: CITY:BELFAIR STATE:WA ZIP:98528 CITY: STATE: ZIP: PHONE:(360) 277-2300 CELL: PHONE: CELL: EMAIL:d rose nbach cnio north masonschools.org EMAIL : eric@hainline.net L&I REG# EXP. PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER) 122082360000, -360010 & -260000 FIRE DISTRICTCM F/M C F D#2 LEGAL DESCRIPTION(ABBREVIATED)NW 1/4 SECTION 8, TOWNSHIP 22N., R1W. W.M. MASON CNTY SITE ADDRESS 200 E. Campus Drive CITY BELFAIR DIRECTIONS TO SITE ADDRESS Near the intersection of State Route 3 and State Route 302 IS PROPERTY WITHIN 200 FT: NO SALTWATER ❑ LAKE ❑ RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM❑ DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YESg NO ❑ WILL TIMBER BE CUT AND SOLD IN PARCEL PREPARATION ? YES ❑ NO TYPE OF JOB: EXCAVATION Y' FILLING Q' GRADING V CUTTING W OTHER ❑ TOTAL SIZE OF PARCEL 73.51 ACRES/SQ FT SIZE OF AREA TO BE EFFECTED 12.4 AC ACRES/SQ FT ESTIMATED AMOUNTY OF CUBIC YARDS TOTAL CUT= 5,000 CY/TOTAL FILL = 5,000 CY DOES THE SITE HAVE SLOPES 14%OR GREATER YESS?' NO[] DESCRIBE SCOPE OF WORK REDESIGN AND CONSTRUCTION OF SITE WORK INCLUDING STORM, WATER AND DRY UTILITIES. WILL FILL BE BROUGHT ON SITE? IF YES,SITE ADDRESS: NO WILL EXCAVATED MATERIAL BE TAKEN OFF SITE?IF YES, SITE ADDRESS: NO DOES FILL CONTAIN POTENTIAL HAZARDOUS MATERIALS? YES ❑ NOW' HAS A SOILS REPORT BEEN COMPLETED ON SITE?IF YES,INCLUDE A COPY. YES Q'NO ❑ WILL PROPSAL RESULT IN REDIRECTION OF ANY SURFACE WWATER RUNOFF? YES Q'NO ❑ WILL WORK ALTER WHERE STORMWATER OF GROUND WATER ENTERS OR EXISTS THE SITE? YES V NO ❑ WILL QUALITY,QUANTITY OR VELOCITY OF STORM/GROUND WATER BE ALTERED? YES K NO❑ WILL THE RUNOFF BE COLLETED/CONTROLLED BY INTERCEPTORS,CURTAIN DRAINS OR OTHER DEVICES? YES ver NO ❑ WILL THE LAND BE REPLANTED UPON COMPLETION? YES Q'NO ❑ WILL THE PROPOSAL RESULT IN SLOPES STEEPER THAN THOSE CURRENTLY ON SITE? YES Q'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 INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS I�INVAI,IGDDATE THE APPLICATION. g- ig a of Applicant bate X Ra rl Mow OWNER REPRESENTATIV /CONTRACTOR Print Name Z ICATE)