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HomeMy WebLinkAboutSWG2023-00009 - SWG Application / Design - 2/2/2023 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 ( pl L.. BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00009 APPLICANT JASON HILLS Phone: 1.206.963.0302 Address: 10814 NE 190TH PL BOTHELL, WA 98011 OWNER JASON HILLS Phone: 1.206.963.0302 Address: 10814 NE 190TH PL BOTHELL, WA 98011 SEPTIC DESIGNER Adam Hunter-Jim Hunter and Phone: 360-753-1226 Associates Address: PO BOX 162 OLYMPIA, WA 98507 Site Address: 951 E Swindler's Dr SE Primary Parcel Number: 320103150180 Permit Description: New SFR -3BR Pressure+ Sand Lined Bed Permit Submitted Date: 01/17/2023 Permit Issued Date: 02/02/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system). Permit Expiration Date: 02/02/2026 (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. 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: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY-- - , MASON COUNTY PUBLIC HEALTH DATE RECEIVED: I 11I. cn D ONSITE SEWAGE SYSTEM APPLICATION AMOU V . RECEAMO W cA rr 415 N 6th Street,(Bldg 8) Shelton WA,98584 � < Cl) cn Shelton:360-427-9670 ext 400 Belfair:360-275-4467 ext 400 C` G tO 15 _b'00% Fp-- c) .7 V V Z di Z 'V APPLICANT PHONE > > DAVE STOLTE 206-914-0299 m m MAILING ADDRESS-STREET.CITY.STATE.ZIP CODE r 21808 31ST DR SE BOTHELL WA 98021 z SITE ADDRESS-STREET.CITY.ZIP CODE co 951 EAST SWINDLERS DR SE SHELTON WA 98584 xl NAME OF DESIGNER PHONE 104 J ADAM HUNTER 360-753-1226 NAME OF INSTALLER PHONE Ill�Y`1 CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE 0 <_ 1 El• NEW CONSTRUCTION RV HOLDING TANK ONLY 0 PRIVATE INDIVIDUAL WELL (n _ ❑ REPLACEMENT SYSTEM 0 INSTALLATION PERMIT ONLY ❑ PRIVATE TWO-PARTY WELL Z O ❑ TABLE 9 REPAIR 0 SINGLE FAMILY rsii COMMUNITY/PUBLIC WATER SYSTEM ❑ TANK(S)ONLY ❑ COMMERCIAL SYSTEM NAME: SWINDLER'S COVE 1 ❑ UPGRADE TO EXISTING ❑ OTHER. BEDROOMS LOT SIZE ❑ EXISTING FAILURE "Record Drawing required 4 5.46 w for all Installations" r DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex.locked gate) - 0o 1 AGATE LOOP TO A RIGHT ON DANIELS RD TO A LEFT ON SWINDLERS DR, GATE AT x ' ENTRANCE CALL FOR CODE gi" 1 '' r I SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS b OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(lot reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ['COMPLAINT CI OTHER. INSPECTOR SOIL LOGS COMMENTS/CONDITIONS O- 7_y (A `7v VETIOTI , N ii JAN 17 2023 a ._:.) c, c\ zv _(tO b/1/1„5 _•..._.• y, SOIL CODES: r J V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS I ECT !GNAT\Evolcim DATE APPLICATION EXPIRATION DATE P ICATION APPROVED BY DATE '.3 -23 ' - 1 — a ,e (A1 6 �. z-2� THI 0 AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSIT REVISED 12n2015 DESIGN FORM—PAGE ONE Assessor's Parcel Number:3 .Q L a -- 3 -- 5- 0_1.t_O 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 "Scaled plot plan,including all applicable items on checklist. 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" PARCELg IDENTIFICATION Permit Number: SWG 2©2.3 — �00 l Designer's Name: ADAM HUNTER Applicant's Name: DAVE STOLTE Designer's Phone Number: 360-753-1226 Mailing Address: 21808 31ST DR SE Designer's Address: PO BOX 162 BOTHELL WA 98021 OLYMPIA WA 98507 City State Zip City State Zip DESIGN PARAMETERS Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound ISYSand Lined Drainfield 0 Recirculating Filter,Type: ❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity dPressure 0 Trench 6'Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 4 Schedule/Class 40 Daily Flow:Operating Capacity 360 gpd Length 24 ft Daily Flow:Design Flow 480 gpd Diameter 1 in Septic Tank Capacity 1200 gal Number 10 Receiving Soil Type(1-6) 1 Separation 2 ft Receiving Soil Appl. Rate 1 gpd/ft2 Orifices Required Primary Area 480 ft2 Total Number of Orifices 80 Designed Primary Area 480 ft2 Diameter 3/16 in Designed Reserve Area 480 ft2 Spacing 36 in Trench/Bed Width 10 ft Manifold Trench/Bed Length 2 X 24 ft Schedule/Class 40 Elevation Measurements Length 15 ft Original Drainfield Area Slope 14 % Di et�1 t 2 in New Slope,If Altered 6 o lil 9re a manifold c tion used? 12'Yes 0 No Depth of Excavation Up-slope 48 712023 p p t ns ort Pipe from Original Grade Down-slope 33 6t�eduull N, 1EN1"P�N -k 40 Designed Vertical Separation 12 N � t W 100 ft �t S� C j1 Gravelless Chambers Required? 0 Yes 0 No VOptional Diameter 2 in Pump Required? It Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 6 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 80 gal Orifice 8.7 ft Chamber Capacity 1200 gal Uppermost Orifice 11tHigher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 46.894 gpm Wilmer ®'Elapse Meter E'Event Counter Calculated Total Pressure Head 14.730 ft If Timer: Pump on 80 GAL ,Pump off 4 HRS Comments +11•11N_ DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3204031501.80 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch RI Test hole locations 63' Drainfield orientation and layout Reference depth from original grade: 621 Soil logs I2i Trench/bed dimensions and 1211 Septic tank 6i Property lines critical distances within layout ®' Drainfield cover 6l Existing and proposed wells E D-Box/Valve box locations Reference depth from original grade within 100 ft of property 6g Septic tank/pump chamber and restrictive strata: a Measurements to cuts,banks,and locations ® Laterals,trench bed,top and surface water and critical areas 6l Observation port location bottom 6if Location and orientation of 6I Clean-out location 0 Curtain drain collector curtain drain and all absorption If Manifold placement 0 Sand augmentation components El' Orifice placement Other cross-section detail: Location and dimension of 121 Lateral placement with distance Ei Observation ports/clean-outs primary system and reserve area to edge of bed Other Information il Buildings t udeep f e Yes No 6� Direction of slope indicator Ef al of a ro n • 0 Design staked out a Waterlines 0 0 Recorded Notices attached 6r Roads,easements,driveways, FEB 0 2 2023 ❑ 0 Waiver(s)attached parking MASON COUNTY ENVIRONMENTAL HEALTH ®' 0 Pump curve attached 6i North arrow and scale drawing JBW 0 0 Evaluation of failure shown on scale bar Non-residential justification ❑ 0 Waste strength ❑ ❑Flow DESIGN APPROVAL The undersigned designer must b: notifi:iiiil r�staller at time of installation 0 Yes fit No 2/2/23 Si a:. 0111 � Designer Date The undersigned has reviewed this desi?4 n behalf of Mason County Public Health and determined it to be in compliance with state and local on-sit gulations: Envi I gIP'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: t' 3( - z 4 ✓ 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 MASON COUNTY HEALTH DEPARTMENT ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN SITE#: PARCEL#: 320103150180 DATE SUBMITTED: 1/16/2023 LEGAL/LOT#: LL#21-04 LOT 8 SUBMITTED BY: ADAM HUNTER APPLICANT: DAVE STOLTE ADDRESS: 21808 31ST DR SE BOTHELL, WA 98021 I. CALCULATIONS NUMBER OF BEDROOMS = 4 RESIDENTIAL GPD FLOW = 480 IF NON-RESIDENTIAL -GPD FLOW WILL BE AS FOLLOWS: GPD= APPLICATION RATE = 1.0 GPD/FT2 DRAINFIELD SIZING ABSORPTION AREA= 480 FT2 TRENCH LENGTH OR BED CONFIG. = 2-10 FT X 24 FT SAND LINED BEDS II.WATERPROOF SEPTIC TANK COMPOSITION AND SIZE = 1200 GAL. CONCRETE NEW OR EXISTING = NEW III. DRAINFIELD CROSS SECTION DEPTH IN NATIVE MATERIAL = 2'-5" D N L;P ROCK DEPTH BELOW PIPE = 0'-6" SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE MATERIAL/SEASONAL SATURATION = >1'-0" FILL DEPTH = 1'-0" TRENCH WIDTH = 10' -0" IV. PUMP REQUIREMENT DOSING VOLUME IN GALLONS = 80 NUMBER OF DOSES PER DAY = 6 V. PRESS -E CALCULATIONS USING PIPE CLASS = �j 40 ORIFICE DIAMETER = 164 \--\" oll .�,.,, � rrti:iVvik‘ F•� 0 ti�oN��N�P�tiE 1/16/23rill' ,,,,.. 3.._ 00 .4„,:: ,., • ...;.., \.<-.:.:.:. i......„ :....0,, SWAT 2 •;�w'1 A. .ADAI J_HUNTER % ti LATERAL#1 = SQUIRT HEIGHT(FT)= 2.00 (NOTE(2):ORIFICE DISCHARGE RATE_(11.79)X(ORIFICE DIAMETER)SQ2 X SO ROOT OF(TOTAL PRESSURE HEAD) ORIFICE DISCHARGE RATE = 0.58618 LATERAL LENGTH IN FEET = 24.00 ORIFICE SPACING = 3' 0" DISTANCE FROM END CAP= 1' 6" NUMBER OF HOLES = 8 LATERAL DISCHARGE RATE = 4.689 LATERAL#2 = SQUIRT HEIGHT (FT)= 2.00 ORIFICE DISCHARGE RATE = 0.58618 LATERAL LENGTH IN FEET = 24.00 ORIFICE SPACING = 3' 0" DISTANCE FROM END CAP = 1' 6" NUMBER OF HOLES = 8 LATERAL DISCHARGE RATE = 4.689 LATERAL#3 = SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE = 0.58618 LATERAL LENGTH IN FEET= 24.00 ORIFICE SPACING = 3'0" DISTANCE FROM END CAP = 1'6" NUMBER OF HOLES = 8 LATERAL DISCHARGE RATE = 4.689 LATERAL#4 = SQUIRT HEIGHT(FT) = 2.00 ORIFICE DISCHARGE RATE = 0.58618 LATERAL LENGTH IN FEET = 24.00 ORIFICE SPACING = 3' 0" DISTANCE FROM END CAP = 1' 6" NUMBER OF HOLES = 8 LATERAL DISCHARGE RATE = 4.689 LATERAL#5 = SQUIRT HEIGHT (FT) = 2.00 ORIFICE DISCHARGE RATE = 0.58618 LATERAL LENGTH IN FEET = 24.00 ORIFICE SPACING = 3' 0" DISTANCE FROM END CAP = 1' 6" NUMBER OF HOLES = 8 LATE' ' DISCHARGE RATE = 4.689 A 4 ppROVE t+ 1/16/23 FEB 0 2 2023 ,'� .:. � .,��� MASON COUNTY ENVIRONMENTAL HEALTH r h .I. # r St OW1j f 1 r 4.• ADAMJ.HUNTER ' P. PAC! LATERAL#6 = SQUIRT HEIGHT (FT) = 2.00 ORIFICE DISCHARGE RATE = 0.58618 LATERAL LENGTH IN FEET = 24.00 ORIFICE SPACING = 3' 0" DISTANCE FROM END CAP = 1' 6" NUMBER OF HOLES = 8 LATERAL DISCHARGE RATE = 4.689 LATERAL#7 = SQUIRT HEIGHT (FT) = 2.00 4 ORIFICE DISCHARGE RATE = 0.58618 LATERAL LENGTH IN FEET= 24.00 ORIFICE SPACING = 3' 0" 4 DISTANCE FROM END CAP = 1' 6" NUMBER OF HOLES = 8 LATERAL DISCHARGE RATE = 4.689 LATERAL#8 = SQUIRT HEIGHT(FT) = 2.00 i ORIFICE DISCHARGE RATE = 0.58618 LATERAL LENGTH IN FEET = 24.00 ORIFICE SPACING = 3' 0" DISTANCE FROM END CAP = 1' 6" NUMBER OF HOLES = 8 LATERAL DISCHARGE RATE = 4.689 LATERAL#9 = SQUIRT HEIGHT (FT) = 2.00 ORIFICE DISCHARGE RATE = 0.58618 LATERAL LENGTH IN FEET= 24.00 ORIFICE SPACING = 3' 0" DISTANCE FROM END CAP = 1' 6" NUMBER OF HOLES = 8 LATERAL DISCHARGE RATE = 4.689 LATERAL#10 = SQUIRT HEIGHT(FT) = 2.00 ORIFICE DISCHARGE RATE = 0.58618 LATERAL LENGTH IN FEET = 24.00 ORIFICE SPACING = 3'0" DISTANCE FROM END CAP = 1' 6" NUMBER OF HOLES = 8 LATERAL DISCHARGE RATE = 4.689 & PPROV E FEB 0 2 20?_3 4i'1 r�. r � �,�t 1/16/23 MASOf`1 CGUNTY ENVIRONMENTNL NEAL':N r � ..�� JgW •: r 51JWtj '0,-. r.�`.: ADAMJ.HUNTER .7 t PAGF, 4 LENGTH DIAMETER FLOW FRICTION LOSS SECTION (FT) (IN) (GPM) (FT) AB 100.00 2.00 46.894 3.5606 BC 1.00 2.00 23.447 0.0099 CD 15.00 2.00 18.758 0.0980 DE 1.00 2.00 14.068 0.0038 EF 2.00 2.00 9.379 0.0036 FG 2.00 1.00 4.689 0.0273 GH 24.00 1.00 4.689 0.3272 TOTAL = 4.0305 ** TOTAL HEAD LOSS ** 11 1) FRICTION LOSS THROUGH SYSTEM = 4.030 2) ELEVATION DIFFERENCE = 8.700 4 3) RESIDUAL = 2.000 TOTAL = 14.730 ALP pRpVE FE 0 2 2023 �,► r am: MASON couNT/ ENVIRONMENTAL HEALTH �4j1/16/23 JBW i ,,..1 Z. 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