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HomeMy WebLinkAboutSWG2022-00474 - SWG Application / Design - 8/31/2022 415 N 6TH STREET,SHELTON,WA 98584 ` h;�. MASON COUNTY SHELTON:360-427-9670,EXT 400 (MI"I• COMMUNITY SERVICES BELFAIR:360-275-4467,EXT 400 .,. Buildng,PLLnning.Environmental Heulth Community H }icatt ELMA:360482-5269,EXT 400 y4,.t n r0 FAX:360-427-7787 On-Site Sewage System Permit: SWG2022-00474 APPLICANT Kocin, Bledar Phone: 425-666-8005 Address: 740 E Lakeshore Dr E SHELTON, WA 98584 OWNER LEGACY LAND COMPANY LLC Phone: Address: 540 LAKE ST, SUITE 2 EXCELSIOR, MN 55331 SEPTIC DESIGNER Adam Hunter Jim Hunter and Phone: 360-753-1226 Associates Address: PO BOX 162 OLYMPIA, WA 98507 Site Address: 740 E LAKESHORE DR EAST Primary Parcel Number: 220175200073 Permit Description: New three bdrm- Nuwater drip Permit Submitted Date: 08/31/2022 Permit Issued Date: 09/16/2022 Issued By: Luke Cencula Current Permit Fees Paid: $500.00 (additional fees may be required upon installation of system). Permit Expiration Date: 09/08/2025 (based on date of inspection) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 4 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. 7 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is obtained THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: www.co.mason.wa.us/health/environmental/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY MASON COUNTY PUBLIC HEALTH DATE RECEIVED: ^ 1 O ' 2b2-2. ONSITE SEWAGE SYSTEM APPLICATION AMOUNT EEECE(IVED�� J1 RECEIVED BY {�/� CO v m 415 N 6th Street,(Bldg 8) Shelton WA,98584 ✓Zf ` ' 0 cn Shelton:360-421-9670 ext 400 Belfair:360-275-4467 ext 400 SWG ^ O2,2 - O�71- O O VV L5 z CA z APPLICANT PHONE > D I. BLEDAR KOCIN 425-666-8005 m m MAILING ADDRESS-STREET CITY STATE.ZIP CODE I- 740 E LAKESHORE DR E SHELTON WA 98584 c SITE ADDRESS-STREET,CITY,ZIP CODE E7 740 E LAKESHORE DR E SHELTON WA 98584 m•( NAME OF DESIGNER PHONE I \t ADAM HUNTER 360-753-1226 �/ NAME OF INSTALLER PHONE TBD v 10 CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE C if NEW CONSTRUCTION ❑ RV HOLDING TANK ONLY 0 PRIVATE INDIVIDUAL WELL (p I ❑ REPLACEMENT SYSTEM 0 INSTALLATION PERMIT ONLY ❑ PRIVATE TWO-PARTY WELL Z ❑ TABLE 9 REPAIR El SINGLE FAMILY 11 COMMUNITY/PUBLIC WATER SYSTEM fi ❑ TANK(S)ONLY 0 COMMERCIAL SYSTEM NAME: TI MBE R1AKE I ❑ UPGRADE TO EXISTING ❑ f OTHER: BEDROOMS LOT SIZE (`' ' Record Drawls El EXISTING FAILURE " 9 required 3 0.2 for all Installations" r DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex.locked gate) C 1 TIMBERLAKE DR TO A RIGHT ON PICKERING TO A RIGHT ON ANNAS WAY TO A LEFT x 10 ON E LAKESHORE DR E TO SITE ON THE RIGHT. I blc I—t3 SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS Iw - OFFICIAL USE ONLY BELOW THIS LINE -UPGRADE I FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ['COMPLAINT 0 OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS CO r—� I0 v -` '7 65 L , ---w -- of L D VIA w Inn 1 o r= IV:�J( N N ijilJ SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS INFECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED BY DATE 41/1 9 5ee.i- g , e).4 .-).-5 a„...„...,_ - • qi,i,„-„,” THI ORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEB REVISED 12/7/2015 DESIGN FORM—PAGE ONE Assessor's Parcel Number:a c9 0 I I_ 5 - 0 0 0 13 r •A design will be reviewed when 3 copies of each of the following are submitted: "Completed design form that has been signed and dated. Scaled layout sketch,including all applicable items on checklist 41 Scaled plot plan,including all applicable items on checklist. v Cross-section sketch,including all applicable items on checklist. This form may be scanned and available for public view on the Mason County Web site.Maximum paper size: 11"X 17" • , PARCEL IDENTIFICATION ,,, Permit Number: SWG?C)7')''"0V 441 N Designer's Name: ADAM HUNTER Applicant's Name: BLEDAR KOCIN Designer's Phone Number: 360-753-1226 Mailing Address: 740 E LAKESHORE DR E Designer's Address: PO BOX 162 SHELTON WA 98584 OLYMPIA WA 98507 City State Zip City State Zip :f t DESIGN PARAMETERS =; —,1' _ t �tat. �p Treatment Device ❑Glendon B ❑ San (ter 0 Mound ❑Sand Lined Drainfield AppROV ED Aerobic Unit Make/Model BNR-500 0 Disinfection Unit Make/Model sEpO{her':2Q22 �c 11 VV �')� Drainfield Type � tl" ❑Gravity 0 Pressure 0 Trench 0 Bed cOW v•E 'SJ% Q"S�Sub Surface Drip iptsO1 lc Septic Tank/Drainfield Specifications Laterifs Number of Bedrooms 3 Schedule/Class DRIPTUBE Daily Flow:Operating Capacity 270 gpd Length 450 ft Daily Flow:Design Flow 360 gpd Diameter 1/2 in Septic Tank Capacity 1200 gal Number 12 Receiving Soil Type(1-6) 4 Separation 1.5 ft Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices Required Primary Area 675 ft2 Total Number of Orifices 450 Designed Primary Area 684 ft2 Diameter DRIP EMITTERS in Designed Reserve Area 900 ft2 Spacing 12 in Trench/Bed Width 76 ft Manifold Trench/Bed Length 9 ft Schedule/Class 40 Elevation Measurements Length VARIES ft Original Drainfield Area Slope 0 % Diameter 1 in New Slope,If Altered 0 % Preferred manifold configuration used? lia'Yes 0 No Depth of Excavation Up-slope 10 in Transport Pipe from Original Grade Down-slope 10 in Schedule/Class 40 Designed Vertical Separation 12 in Length 180 ft Gravelless Chambers Required? 0 Yes stNo 0 Optional Diameter 1 in Pump Required? *Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 12 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 30 gal Orifice 6 ft Chamber Capacity 1200 gal Uppermost Orifice Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 12.6 gpm Wilmer ( lapse Meter 'Event Counter Calculated Total Pressure Head 125.2 ft If Timer: Pump on 30GAL ,Pump off 2 HRS Comments DESIGN FORM—PAGE TWO Assessor's Parcel Number:2a U 1 1-- 5 a -- o4 0 Permit Number: SWG "07? - 004'14 DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch g Test hole locations ' Drainfield orientation and layout Reference depth from original grade: g Soil logs Ei Trench/bed dimensions and E' Septic tank g Property lines critical distances within layout ®' Drainfield cover E' Existing and proposed wells II D-Box/Valve box locations Reference depth from original grade within 100 ft of property E' Septic tank/pump chamber and restrictive strata: 12 Measurements to cuts,banks,and locations 6a' Laterals,trench/bed,top and surface water and critical areas E Observation port location bottom Location and orientation of Er Clean-out location 0 Curtain drain collector curtain drain and all absorption Manifold placement 0 Sand augmentation components El' Orifice placement Other cross-section detail: 12 Location and dimension of M' Lateral placement with distance 0 Observation ports/clean-outs primary system and reserve area to edge of bed g Other Information 12i Buildings l' Audible/visual alarm referenced Yes No gr Direction of slope indicator l ' Scale of drawing shown on scale 0 121 Design staked out g Waterlines bar 0 0 Recorded Notices attached g Roads,easements,driveways, 0 0 Waiver(s)attached parking It 0 Pump curve attached 12( North arrow and scale drawing 0 0 Evaluation of failure shown on scale bar Non-residential justification ❑ 0 Waste strength ❑ ❑ Flow DESIGN APPROVAL The undersigned designer •-4not. ied by installer at time of installation leYes 0 No 8/19/22 Øture of Designer Date The undersigned has reviewed th • design on behalf of Mason County Public Health and determined it to be in compliance with state and local on-site regulations: ,11 l.P 1202.'3. nvironmental Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 3e,7 f' O , /4t>76 ✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval. Please Note: The system must be installed by a certified installer, unless prior authorization is obtained from Mason County Public Health. An Installation Fee is required. This form may be scanned and available for public view on the Mason County Web site. Updated Date: 12/7/2015 Y APPROVED SEP 16 2022 .� — — ENV►RONMENSPlNt SON COCOUN1`� LYE 6o a s - a a ' o o a e o m .e o :; ;?:1:1' : -- 2 . .,e u a) I i i m ip & o 0 0 i l p 6 0 .f o 1 11 1$'g wffi�Mg g o g'$ a l ,N IL— N N N N s s q .E m n .�r a I.�2 t L m L 0 s U'� ° Naga a o g ,°o ..s 3 °r a m,a i a l . 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B _N r- $.•;•' • 3i:I ° �, • i o P.. .0 ��li • i a o a 0 0 .- --_ . o 0 OrenCo Technical Data Sheet S Y S I E M c Using a Pump Curve A pump curve helps you determine the best pump for your system.Pump curves show the relationship between flow and pressure(total dynamic head or"TDH"),providing a graphical representation of a pump's optimal performance range.Pumps perform best at their nominal flow rate.These graphs show optimal pump operation ranges with a solid line and flow rates outside of these ranges with a dashed line.For the most accurate pump specification,use Orenco's PumpSelect"'software. Pump Curves 500 400 I I I i •- , PF10 Series,60 Hz,0.5-1.0 hp (- • ' PF20 Series,60 Hz,0.5-1.5 hp 1- w 400 - 350{PF20151 ..[PF1010 .. 43 4- 350 '� e 300 - • 300 -- PF20f0 PF10071 2 250 w 0 . t .'...\ a 250 70,10051 a -- ' cesco c, 200 o LP 150 c I , a 100 :3 100 w o a ►. ti 50 50 , 0 0 2 4 6 8 10 12 14 16 18 0 5 10 15 20 25 30 35 40 Flow in gallons per minute(gpm) Flow in gallons per minute(gpm) 900 PF3050 PF30 Series,60 Hz,0.5-5.0 hp I- 800 c 700 , . . C 600 • - PF3030 400-IPF3020 1" AP P ROVEDE PF3015I....... 300 T............ a PF30101 SEd 6 2022 ;� zoo �.. .......::...... � I° PF3001 O �1�P�-�� 100 PF3005 MASON BOUNTY ENV�RNYC NME 00 5 10 15 20 25 30 35 40 45 Flow in gallons per minute(gpm) NTD-PU-PF-5 Orenco Systems •800-348-9843•+1 541-459-4449•www.orenco.com Rev.3©01121 Page 4 of 5 000000000 rrO o m o m N N 0 0 0 0 0 0 LAKESHORE -D -u x 0 0 0 0 0 m O = (I) -p Z (n 0 W > D o m - > c < m p' /,�� Cn m '13 D O m 0 v U T Om = m 1 O co �/ m m -{ D O O r< W Z m M X 6 D m .. 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