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Home My WebLink AboutBLD2022-01090 Commercial Garage with Living - BLD Application - 5/29/2022 E/I ClGUGL ' I`� -�L/ MASON COUNTY COMMUNITY SERVICES Permit No: QD PERMIT ASSISTANCE CENTER: •BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL RECEIVED 615 W.Alder Street,Shelton,WA 98584 Phone Shelton:(360)427-9670 ext 352•Fax:(360)427-7798 Phone Belfair.(360)275-4467•Phone Elma:(360)482-5269 MAY BUILDING PERMIT APPLICATION 9 2O2Z PROPERTY OWNER INFORMATION: CONTRACTOR INFORNaMl / Alder Street NAME:Jeff Baker NAME:Earl Lincoln Construction Inc. MAILING ADDRESS:P.O.Box 2625 MAILING ADDRESS:P.O.Box 368 CITY:Belfair STATE:WA ZTP:98528 CITY:Befair STATE:WA ZIP:98528 PHONE#1:360-710-7066 PHONE:360-801-1540 CELL: 360-649-5386 PHONE#2: EMAIL:Clincoln00@gmail.com co EMAIL:Localwrenchauto@gmail.com L&I REG#CC EARLLLC910QT EXP. 12/19/23 C PRIMARY CONTACT: OWNER❑ CONTRACTOR 0 OTHER[] NAME Chris Lincdn EMAIL dincoln00@gmail.com MAILING ADDRESS P.O.Box 368 CITY EWra" STATE WA ZIp98528 PHONE 360E4sS366 CELL v PARCEL INFORMATION: 11� PARCEL NUMBER(12 Digit Number) 1232943-90290 ZONING Mu LEGAL DESCRIPTION(Abbreviated)TR 29 OF SW SE PCL 1 OF BLA#99-74 FIRE DISTRICT Mason 2 SITE ADDRESS 100 NE Mwdical Center Rd CITY Belfair t DIRECTIONS TO SITE ADDRESS Hiway 3 to Medical Center Rd,Fallow Medical Center Rd to end.Project site is on left behind Rock wall *�. IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YESQ NO❑ SNOW LOAD:30 psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all tharapply): SALTWATER❑ LAKE❑ RTVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW p ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Gmage,Commercial Bldg,Eic.)Comercial Building IS USE: PRIMARY 0 SEASONAL❑ NUMBER OF BEDROOMS 1 NUMBER OF BATHROOMS 3 HEATED STRUCTURE? YES(Whole Bldg)❑ YES(Earns)of Bldg)I] NO❑ DESCRIBE WORKNew Construction of Comercial garage with captains quarters above SQUARE FOOTAGE:(proposed) 1ST FLOOR2892 sq.ft. 2ND FLOOR1443 sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK.224 sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.fL GARAGE2892 sq.ft. Attached Q 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 E] EXISTING[I PLUMBING IN STRUCTURE? YES I] NO❑ If,es,attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES NO[] EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS 1 TOTAL BEDROOMS 1 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 APPLI ION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) X 417/22 Signature of OW JER(Must be signed bV the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH 61dZ0 LZ-o f o aZ) MASON COUNTY COMMUNITY SERVICES Permit No: '5cq PERMIT ASSISTANCE CENTER: 1 •BUILDING v PLANNING •FIRE MARSHAL RECEIVED 615 W.Alder St-Shelton, WA 98584 www.co.mason.wa.us Phone Shelton:(360)427-9670 ext. 352• Fax:(360)427-7798 MAY 2 9 2022 • Phone Belfair. (360)275-4467• Phone Elma:(360)482-5269 PLUMBING & MECHANICAL PERMIT APPLIC*JF0*. Alder Street OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:Jeff Baker NAME:Earl Lincoln construction Inc. MAILING ADDRESS:P.O.Box 2625 MAILING ADDRESS:P.O.Box 366 CITY:Belfair STATE:wA ZIP:98528 CITY:Betfair STATE:wA ZIP:98528 l'PHONE:360a10-7066 PHONE:360-801-1540 CELL: 360-649Z386 2nd PHONE: EMAIL:clincolnOO@gmal.com EMAIL:Localwrenchauto@gmell.com L&I REG#CC EARLLLCs100T EXP. 12 /19 /23 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number):12329-a3-so2so Zoning:Mu LEGAL DESCRIPTION(Abbreviated):TR 29 of sw SE PCL 1 of BLA#89-74 SITE ADDRESS:1oo medical center Rd BexairwA9e528 CITY:BeHair DIRECTIONS TO SITE ADDRESS: Hiway 3 to medical center rd, Fallow medical center rd to end. Project site is on Iwft behind rockwall TYPE OF JOB: NEW ✓=ADD=ALT=REPAU=OTHER=USE OF BUILDING Comercial building LOCATION OF FIXTURES/[MTS—1 IT FLOOR=2ND FLOOR=BASEMENT 0 GARAGES OTHERO PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:Electric[=L.PG[=3Natura1 Gas ✓ODuctless0 Toilets 3 Type of Unit No.of Units Fees Bathroom Sink 3 Furnace 1 Bath Tubs Heat Pump 1 Showers 2 Spot Vent Fan 3 Water Heater 1 Propane Tank Clothes Washer 1 Gas Outlets 3 Kitchen Sinks 1 Wood/Gas/Pellet Stove Dishwasher 1 Kitchen Exhaust Hood 1 Hose bibs 4 Dryer Vent 1 Other Solar Panel Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OWNER acknowledge 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 OFTHIS PERMIT IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE PLICATION. X 4/7/22 Signature of Ow er Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL Rev:1/27/2016 JBN i EH APPROVED �\ 100, , Y aiGf)Om - Rhonda Thompson Ofi13Q�2o22 __ —, 100, 100' -1 Y*ftr Line J, Connected to sewer rn Ex.Goncnete V*w i A Fj'I + 6 New NMI 6c Rock YVe, I 100' 'Y ��.-------- -- Property Une FOUAW Pole ffmTrrmTrm Pouaer Une Parking 1 I 5ewff Gornacuon I ' F--/ lima Existing Drtva+my -70" I '� y N IL-- ----------------- -- --- -- — - --__ _ 200' , n = 1 20 Scale: 1 Site Address• 100 NE MedirA Road Parcel#1231q-43-gd2gO I 2ELBYDE5IGN LTD Jeff Baker : 100 NE Medical Road M 7,2021 , '�"°�" p°t 0 c' d"� Local Wrench Belfair Wa gb52a 1 �uu.edbydes{grltd.can 960-bl91828 , Date Received. MASON COUNTY COMMUNITY SERVICES DEPARTMENT RECEIVED BUILDING•PLANNING•FIRE MARSHAL - Mason County Bldg.8,615 W.Alder St MAY 2 9 2022 Shelton,WA 98584 www.co.mason.wa.us 360-427-9670 ext 352 6 5eW.t kIder Street Property Owner's Authorization Letter I (we): &,k ar (Print Property Owners Name/Firm/Organization) Hereby Authorize: C S L I,-,C O n O C: f / L I n (Applicant-Name of Person to Sign Permit) Representative of: L 'ire c o i n , Inc (Applicant Company Name/Organization) To apply for, sign, and pick-up building permits for the following proposed work: C n ! f C7 n Cn 14 ; (Brief Description of Work to be Done) Job Location: Me-A i L& CC a +e r 2e q Z (Property Site Address) As property owner(s),I(we)hereby grant permission to the applicant referenced above to apply for,sign,and pick- up the building permit for the work as indicated above.All work performed must meet all provisions of the Building Codes and the Laws of Mason County and the State of Washington,as applicable,whether specified or not.Resident'al Contractors are required to have a current State of Washington Contractors License(RCW 18.27). (Property Own gnature) (Date) Rev.0 311 012 0 1 6 jlbn '% n IS�2,7-OIVq v NameJeff Baker Parcel# 12329-43-90290 BLD# 1 � 1 IVECEIV Mason County E D Department of Community Development MAY 2 9 --) Small Parcel Stormwater Management Application/Worksheet page 2 of 2) Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website: hq//www.co.mason.wa—us/code/comrnissioners/index.htm Please follow the links to"Title 14,Chapter 14.48 Stormwater Management". Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan (Mason County Code Title 14 Chapter 14.48 section 14.48.70). You will receive a copy of the Public Works document entitled "Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan". This document will assist you in preparing the necessary information and plans for Public Works to review and approve. Per Department of Public Works this document will constitute an approved plan if all of the relevant details* are to be installed in their entirety AND no part of the stormwater system adversely affects any septic system(see Environmental Health information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval. A design by a registered professional may be required for more complex sites. *These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A) The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. 'tB) J �J An ltemative la and/or professional design will be submitted to the Department of Public Works for approval AND the system will be locate as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works Department can provide additional instructions,guidance and examples. (Section 14.48.130)contact Public works at: Phone: (360)-427-9670 EXT.450 Mail:P 0 Box 1850, Shelton WA 98584 Physical:415 N 6th St, Shelton WA 98584 If this development has,or will have,a septic/drainfield system you may need to contact Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other,parcel.You may also wish to consult with the septic design professional involved with the project. Mason County Division of Environmental Health can be reached at: Phone: (360)-427-9670 EXT. 352 Mail:P 0 Box 1666, Shelton WA 98584 Physical: 426 W Cedar St, Shelton WA 98584 A condition will be added to the building permit that states,in part,that all conditions the stormwater site plan will be met prior to a request for final inspection of the building permit. Owner/Builder/Agent 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,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property fo eview and inspection as may be required. X Owner/Agent/Contractor(circle one)Date:4I7/22 Page 2 of 2 NameJeff Baker Parcel# 12329-43-90290 BLIN Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page i of 2) Per Mason County Code,Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is made for residential development,or redevelopment',with more than 2,000 square feet of impervious surface2. 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. =Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. To Calculate Impervious Surfaces Please Complete This Table Surface Type Length X Width = Area *All dimensions in feet Buildings X = 60 X 50 = 3000 Measurements for buildings are taken at the X _ perimeter of the farthest projections (example: eaves/gutters) X = Driveways X = 120 X 10 = 1200 Length of drive begins at the right of way X = Parking Areas X = 60 X 20 = 1200 Any paved, gravel or packed area per definition above table X = Patios/Walks X = 3 X 3 = g Any paved, gravel or packed area per definition above table 3 X 3 = 9 Others X = X = If the total impervious area of the proposed site X = development is greater than 2000 square feet a Small Parcel Stormwater Site Plan is Required Total Impervious Surface Area (sum of all areas) 5418 If the Total Impervious Surface Area is LESS THAN 2000 Square Feet,please read,acknowledge and sign below. Based Upon the information you have provided a Storm water Site Plan IS NOT required for this development activity. Owner/Builder/Agent 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,owner's legal representative,or the contractor.i further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X Owner/Agent/Contractor(circle one) Date: If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet, please read,acknowledge and sign the information provided on page 2 of 2. Page 1 of 2 NLtmCJeff Baker Parcel# 12329-43-90290 BLD#1 Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 2 of 2) Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website: http//www.co.mason.wa—us/code/commissioners/index.htm Please follow the links to"Title 14,Chapter 14.48 Stormwater Management". Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan (Mason County Code Title 14 Chapter 14.48 section 14.48.70).You will receive a copy of the Public Works document entitled"Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan".This document will assist you in preparing the necessary information and plans for Public Works to review and approve. Per Department of Public Works this document will constitute an approved plan if all of the relevant details*are to be installed in their entirety AND no part of the stormwater system adversely affects any septic system(see Environmental Health information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval. A design by a registered professional may be required for more complex sites. *These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A) The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. �B) J An lternative 1 and/or professional design will be submitted to the Department of Public Works for approval AND the syste will be ocate as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works Department can provide additional instructions,guidance and examples.(Section 14.48.130)contact Public works at: Phone: (360)-427-9670 EXT.450 Mail:P 0 Box 1850,Shelton WA 98584 Physical:415 N 6th St, Shelton WA 98584 If this development has,or will have,a septic/drainfield system you may need to contact Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this,or any other,parcel.You may also wish to consult with the septic design professional involved with the project. Mason County Division of Environmental Health can be reached at: Phone: (360)-427-9670 EXT.352 Mail: P 0 Box 1666, Shelton WA 98584 Physical:426 W Cedar St,Shelton WA 98584 A condition will be added to the building permit that states,in part,that all conditions the stormwater site plan will be met prior to a request for final inspection of the building permit. Owner/Builder/Agent 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,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property fo view and inspection as may be required. X Owner/Agent/Contractor(circle one)Date:4/7/22 Page 2 of 2 GE❑TEXTILE FABRIC WRAP AROUND TRENCH TO AT LEAST ENTIRE BOTTOM OF TRENCH BEFORE PLACING GRAVEL 2'x2'x5' WOOD POST OR 12' DEEP, 8' WIDE TRENCH f EQUIVALENT OR BETTER FILLED WITH 3/4' TO 1 1/2' WASHED GRAVEL OR VEGETATION 1i 2.5 FT DIRECTION OF --_ EXISTING WATER FL❑W �- V } //�GROUND SURFACE 12' 2.5 FT SILT FENCE - CROSS SECTI❑N N.T.S. 2'x2' WOOD POST (TYP) GE❑TEXTILE FABRIC OR EQUIVALENT OR BETTER AND WIRE MESH @ 6 FT MAX. ❑.C. 6 FT r 0.5 FT EXISTING \\\\\\ 11 GROUND SURFACE 12 DEEP, 8 WIDE 2 T TRENCH FILLED WITH 1FT 3/4' TO 1 1/2' 2.5 FT WASHED GRAVEL OR VEGE TI BOTTOM EXTENTS OF GE❑TEXTILE FABRIC SILT FENCE - DETAIL N.T,S. PROVIDE FULL WIDTH 3/4 IN TO 1 1/ F INGRESS/EGRESS CRUSHED GRAVEL FT PLACED AT 6 IN MINIMUM DEPTH WELL-DRAINED SOILS -0.02 IN/MIN FULL LENGTH R=25 FT MIN ]I rL PROJECT/ OWNER/ LOCATION, ACCESS ROAD LOCAL WRENCH STABILIZED C❑NSTRUCTI❑N ENTRANCE 100 NE MEDICAL CENTER ROAD N.T.S. PARCEL 12329-43-90290 MASON COUNTY, WASHINGTON ENGINEER, ENVIROTECH ENGINEERING PO BOX 984 BELFAIR, WASHINGTON 98528 360-275-9374 ER❑SI❑N CONTROL P. 1 PERMANENT EROSION CONTROL NOTES- ENERAL NOTES- SEEDING FOR RAW SLOPES SHOULD THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THESE PLANS PROVE TO BE INADEQUATE DURING CONSTRUCTION, THE CONTRACTOR 1. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL HALL INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL FACILITIES. MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, 2. ALL EROSION AND SEDIMENT CONTROL FACILITIES AND DEVICES SHALL BE SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. NSPECTED DAILY AND IMMEDIATELY MAINTAINED, IF NECESSARY. 2. THE SEED BED SHALL BE FIRM WITH FAIRLY FINE SURFACE, . ALL EROSION AND SEDIMENT CONTROL FACILITIES AND DEVICES SHALL BE LEFT IN FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONS ACCROS LACE UNTIL THE UPSLOPE AREAS HAVE BEEN PERMANENTLY STABILIZED. OR PERPENDICULAR TO THE SLOPE. 3, SEEDING RECOMMENDATIONS, AS SHOWN BELOW, AND SHOULD BE EMPORARY EROSION CONTROL NOTES, APPLIED AT THE RATE OF 120 POUNDS PER ACRE. 4. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL OR ALL AREAS WHICH HAVE BEEN STRIPPED OF VEGETATION ❑R EXPERIENCED LAND REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO ISTURBING ACTIVITIES, AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A FOSTER AND PROTECT THE ROOT STRUCTURE. ERIOD EXCEEDING THE LISTED CRITERIA BELOW, ALL DISTURBED AREAS MUST BE 5. SEED BEDS PLANTED BETWEEN NOVEMBER 1 AND APRIL 30, MMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED ARMORING OF THE SEED BED WILL BE NECESSARY, (e.g., ROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR, GRASS SEEDING GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING). LONE WILL ONLY BE ACCEPTABLE DURING THE MONTHS OF APRIL THROUGH 6. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS' EPTEMBER. HOWEVER, SEEDING MAY PROCEED WHENEVER IT IS IN THE INTEREST OF RECOMMENDATIONS. AMOUNTS SHOULD BE MINIMIZED, ESPECIALLY HE OWNER/CONTRACTOR, BUT MUST ALSO BE AUGMENTED WITH MULCHING, NETTING ADJACENT TO WATER BODIES AND WETLANDS. R OTHER APPROVED TREATMENT. USE THE FOLLOWING RECOMMENDED SEED MIXTURE FOR EROSION RY SEASON (MAY 1 THRU SEPTEMBER 30) -- THE CLEARING OF LAND, INCLUDING THE CONTROL, OR A COUNTY APPROVED ALTERNATE SEED MIXTURE. EMOVAL OF EXISTING VEGETATION OR OTHER GROUND COVER, MUST BE LIMITED TO NLY AS MUCH LAND AS CAN RECEIVE APPROPRIATE PROTECTIVE COVER OR BE PROPORTIONS PURITY GERMINATIO THERWISE STABILIZED, AFTER HAVING BEEN CLEARED OR OTHERWISE DISTURBED NAME BY WEIGHT(%) (%) (%) Y NO LATER THAN SEPTEMBER 30 OF A GIVEN YEAR, UNLESS IMMEDIATE TABILIZATION IS SPECIFIED IN THE EROSION AND SEDIMENT CONTROL PLAN, ALL REDTOP (AGROSTIS ALBA) 10 92 90 REAS CLEARED OR OTHERWISE DISTURBED MUST BE APPROPRIATELY STABILIZED ANNUAL RYE (LOLIUM MULTIFLORUM) 40 98 90 HROUGH THE USE OF MULCHING, NETTING, PLASTIC SHEETING, EROSION BLANKETS, CHEWING FESUE 40 97 80 REE DRAINING MATERIAL, ETC., BY SEPTEMBER 30 OR SOONER PER THE APPROVED (FESTUCA RUBRA COMMUTATA) LAN OF ACTION. UNLESS OTHERWISE APPROVED BY THE COUNTY, SEEDING, (JAMESTOWN, BANNER, SHADOW, KOKET) ERTILIZING AND MULCHING OF CLEARED OR OTHERWISE DISTURBED AREAS SHALL BE WHITE DUTCH CLOVER 10 96 90 ERFORMED DURING THE FOLLOWING PERIODS MARCH I TO MAY 15, AND AUGUST 15 TO (TRIFOLIUM REPENS) CTOBER 1. SEEDING AFTER OCTOBER 1 WILL BE DONE WHEN PHYSICAL COMPLETION F THE PROJECT IS IMMINENT AND THE ENVIROMENTAL CONDITIONS ARE CONDUCIVE MULCHING ❑ SATISFACTORY GROWTH. IN THE EVENT THAT PERANENT STABILIZATION IS NOT ❑SSIBLE, AN ALTERNATIVE METHOD OF GROUND COVER, SUCH AS MULCHING, NETTING, 1. MATERIALS USED FOR MULCHING ARE RECOMMENDED TO BE WOOD LASTIC SHEETING, EROSION BLANKETS, ETC., MUST BE INSTALLED BY NO LATER THAN FIBER CELLULOSE, AND SHOULD BE APPLIED AT A RATE OF 1000 EPTEMBER 30. POUNDS PER ACRE. 2. MULCH SHOULD BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES N THE EVENT THAT CONSTRUCTION ACTIVITIES OR OTHER SITE DEVELOPMENT GREATER THAN 211 (HORIZONTAL VERTICAL), CTIVITIES ARE DISCONTINUED FOR AT LEAST 4 CONSECUTIVE DAYS, THE 3. MULCHING SHOULD BE USED IMMEDIATELY AFTER SEEDING OR IN WNER/CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPECTION OF ALL EROSION AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. ALL NO SEDIMENT CONTROL FACILITIES IMMEDIATELY AFTER STORM EVENTS, AND AT AREAS REQUIRING MULCH SHALL BE COVERED BY NOVEMBER 1. EAST ONCE EVERY WEEK. THE OWNER/ CONTRACTOR SHALL BE RESPONSIBLE FOR HE MAINTENANCE AND REPAIR OF ALL EROSION AN SEDIMENT CONTROL FACILITIES. TOPSOILING ET SEASON (OCTOBER 1 THRU APRIL 30) -- ON SITES WHERE UNINTERUPTED 1. TOPSOIL SHOULD BE USED FOR THIS PROJECT DUE TO HIGHLY ONSTRUCTION ACTIVITY IS IN PROGRESS, THE CLEARING OF LAND, INCLUDING THE DENSE EXPOSED SOILS. REMOVAL OF EXISTING VEGETATION AND OTHER GROUND COVER, SHALL BE LIMITED 2. TOPSOIL SHOULD BE PLACED ON SLOPES NOT EXCEEDING 211. 0 AS MUCH LAND AREA AS CAN BE COVERED OR STABILIZED WITHIN 24 HOURS IN 3. STRIPPING AND STOCKPILING ON-SITE SOILS SHALL ONLY BE HE EVENT A MAJOR STORM IS PREDICTED AND/ OR EROSION AND SEDIMENT PERMITTED IF TOPSOIL IS FRIABLE AND LOAMY (LOAM, SANDY LOAM, TRANSPORT OFF-SITE IS OBSERVED. SILT LOAM, SANDY CLAY LOAM, CLAY LOAM). LL CLEARED DR DISTURBED AREAS SHALL RECEIVE APPROPRIATE PROTECTIVE 4. STRIPPING SHALL BE CONFINED TO THE IMMEDIATE CONSTRUCTION OVER OR BE ❑THERWISE STABILIZED, SUCH AS MULCHING, NETTING, PLASTIC AREAS, A FOUR TO SIX INCH STRIPPING DEPTH IS COMMON, BUT DEPTH MAY VARY DEPENDING ON THE PARTICULAR SOIL. ALL HEETING, EROSION BLANKETS, FREE DRAINING MATERIAL, ETC., WITHIN 5 DAYS AFTER SURFACE RUNOFF CONTROL STRUCTURES SHALL BE IN PLACE BEFORE AVING BEEN CLEARED OR ❑THERWISE DISTURBED IF NOT BEING ACTIVELY WORKED. STRIPPING. ILT FENCING, SEDIMENT TRAPS, SEDIMENT PONDS, ETC., WILL NOT BE VIEWED AS DEQUATE COVER IN AND OF THEMSELVES. IN THE EVENT THAT ANY LAND AREA NOT EING ACTIVELY WORKED REMAINS UNPROTECTED OR HAS NOT BEEN APPROPRIATELY TABILIZED 5 DAYS AFTER HAVING BEEN CLEARED, ALL CONSTRUCTION ACTIVITY ON HE SITE, EXCEPT FOR APPROVED EROSION AND SEDIMENT CONTROL ACTIVITY, SHALL MMEDIATELY CEASE UNTIL SUCH A TIME AS AFOREMENTIONED LAND AREA HAS BEEN PPROPRIATELY PROTECTED OR STABILIZED. STOCKPILE MANAGEMENT 1. STOCKPILE SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE PREVENTED. 3, TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY VET, OR WHEN CONDITIONS EXIST THAT MAY OTHERVISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLANS. STABILIZED CONSTRUCTION ENTRANCE 1. MATERIAL SHALL BE 4 INCH TO 8 INCH QUARRY SPALLS (4 TO 6 INCH FOR RESIDENTIAL SINGLE FAMILY LOTS) AND MAY BE TOP-DRESSED WITH 1 INCH TO 3 INCH ROCK. (STATE STANDARD SPECIFICATIONS, SECTION 8-15.) 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 50 FEET LONG (20 FEET FOR SITES WITH LESS THAN 1 ACRE OF DISTURBED SOIL). WIDTH SHALL BE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE-FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4, IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET, THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. ILT FENCE PROJECT/ OWNER/ LOCATION, GEOTEXTILE FILTER FABRIC TYPE SHALL BE PER SPECIFIED IN THE 'ST❑RMWATER MANAGEMENT MANUAL OR THE PUGET SOUND BASIN,' OR APPLICABLE COUNTY STANDARDS LOCAL WRENCH GEOTEXTILE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF ACH BARRIER TO AVOID USE OF JOINTS. IF JOINTS ARE NECESSARY, FILTER FABRIC SHALL BE SPLICED 100 NE MEDICAL CENTER ROAD TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM 6-INCH OVERLAP AND SECURELY FASTENED AT PARCEL 12329-43-90290 OTH ENDS TO THE POST. MASON COUNTY, WASHINGT❑N STANDARD FILTER FABRIC SHALL BE FASTENED USING 1' STAPLES OR TIE WIRES (HOG RINGS) Q 4 IN PACING. . POSTS SHALL BE SPACED AND PLACED AT DEPTHS INDICATED IN THE DETAILS ON THIS SHEET, AND ENGINEER, RIVEN SECURELY INTO THE GROUND. ENVIROTECH ENGINEERING WIRE MESH SHALL BE 2'X2'X14 GAUGE OR EQUIVILENT. THE WIRE MESH MAY BE ELIMINATED IF P❑ BOX 984 XTRA-STRENGTH FILTER FABRIC (MONOFILAMENT), AND CLOSER POST SPACING IS USED. BELFAIR, WASHINGTON 98528 A TRENCH SHALL BE EXCAVATED ACCORDING TO THE DETAILS ON THIS SHEET ALONG THE LINE OF THE 360-275-9374 OSTS AND UPSLOPE FROM THE SILT FENCE, SILT FENCES SHALL BE LOCATED DOWNSLOPE FROM THE CLEARING LIMITS OF THE PROJECT. ER❑SI❑N CONTROL P, 2 1 Water Connection "O-\ 100, --------------- -------------- 100 Water Line 100 i -------------------------- Fin Ex. Concrete Wall C90* New Build* 60* ,ng,\\ Ex. Rock Wall A 100 -------------------------- \15et Backs A I --- ----------------- Property Line Power"Pole --rT-4: Parking Sewer Connection 4------ ------- - - -- - -- Power C$ne ewer Line - ----------- - ----------4-1 ------------------------- 5 --- ------- - -------------- - Existing Driveway ----- ---------- ------------- 4100* ------ -- -- - -- - ----------- -- - ---------------------------- C4 ---------------- -------------------- 5 2001 S 'ate Plan 40 Site Address: 100 NE Medical Road Parcel #1231q-43-qO:2qo 01 XIIESIFOR!: Jeff Address: SELBY DE51,6714 LTD Baker 100 NE Medical Road -62-7 Killeen Fl5tv Fort Orchard.Na 9b3b1 F May 1-1, 2021rp ".selbydesgnftd.cm W-"q-1626 Local NrenCrIl Fq Belfair, yqa 98528