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HomeMy WebLinkAboutSWG2025-00379 - SWG Application / Design - 9/18/2025 ON, 584 MASON COUNTY 415 N 6TH STREET,SHELT967 ,E 98400 SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 rill11111.11.1.11111111111111111111.1".111.111MIMA :' • Public Health & Human Services ELMA:360-482-5269,EXT400 FAX:360-427-7787 Site Sewage System Permit: SWG2025-00379 ICANT HARBORSTONE CONSULTING INC Phone: 12533630071 ss: PO BOX 286 GIG HARBOR, WA 98335 ER UPTON NOREEN E Phone: ss: 7120 NE NORTH SHORE RD BELFAIR, WA 98528 IC DESIGNER MIKE JERKOVICH* Phone: 253-363-0071 ss: PO BOX 296 GIG HARBOR, WA 98335 Site Address: 7120 NE NORTH SHORE RD Primary Parcel Number: 222093400200 Permit Description: Table 10 repair 2bd Nuwater to sandlined bed Permit Submitted Date: 09/18/2025 Permit Issued Date: 10/09/2025 Issued By: Rhonda Thompson Current Permit Fees Paid: $825.00 (additional fees may be required upon installation of system). 1 Permit Expiration Date: 09/24/2026 (based on date of inspection) Permit Conditions: 1 Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 2 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 5 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 7 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/ DATE RECEIVED: D / (� V P "1 D C (n AMOUNT RECE D: z RECEIVED BY: :34. W Cl) ONOIN < cnn Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 415 N.6th Street -Shelton,WA 98584 S W G a0a"S - 00 3 7c/ o x Z (n ON-SITE SEWAGE SYSTEM APPLICATION m n APPLICANT PHONE Ill I— Harborstone Consulting, LLC 253-363-0071 r _� MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE CLICK g PO Box 296, Gig Harbor, WA 98335 �--,, ::,.7 CO SITE ADDRESS-STREET,CITY,ZIP CODE I GV =1 co I N 7120 NE North Shore Rd, Belfair, WA 98528 �,ry_r� i NAME OF DESIGNER PHONE I I N Mike Jerkovich 253-514-0958 L'J NAME OF INSTALLER PHONE r - r- ?.. I v I N TBD I` -_'-c-~�' "I • < I (n o PERMIT TYPE(select one) DRINKING WATER SOURCEo — K RESIDENTIAL OSS COMMUNITY OSS F COMMERCIAL OSS R- PRIVATE INDIVIDUAL WELL b PRIVATE TWO-PARTY WELL Z I CO TYPE OF WORK(select one) a PUBLIC WATER SYSTEM , 6 NEW CONSTRUCTION/UPGRADES K REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE X REPAIR I W SUBMITTALS ❑ SURFACING SEWAGE 0 EXISTING FAILURE ❑SHORELINECO ID DESIGN FORM(REQUIRED) Q SEPTIC DESIGN(REQUIRED) BEDROOMS LO 2E WAS LOT CREATED AFTER art/2025? r. I ❑ WAIVER(S)(IFAPPLICABLE) I� EYES ONO n I DIRECTIONS TO SITE AND SITE CONDITIONS:(ex locked gale) Left on Old Belfair Hwy; Left on NE SR 300 (North Shore Rd); property is on the right. I o O IN Ic) SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I O OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT CI HOME SALE ['COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS IkVki 0"'k.6 kA i Nav ( "t41C,Q__ -c-k-.)2-.-) ck t,-.3L �' ,vv -S -s�� 1 i--�2= o-770 7CS -1 o-- 9Q RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APROVAL. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATI N DATE APPLICATION APPROVED/ISSUED BY DATE �,-,f) w '02(4 4 1 a(4 (--< THIS FORM MAY BE S�ANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:6/3/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 2 0 9 3 4 0 0 2 0 0 A design will be reviewed when 3 conies of each of the following are submitted: Y Completed design form that has been signed and dated. Y Scaled layout sketch,including all applicable items on checklist. Scaled plot plan,including all applicable items on checklist. Y 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 2025-00379 Designer's Name: Mike Jerkovich Applicant's Name: Harborstone Consulting, LLC Designer's Phone Number: 253-514-0958 Mailing Address: PO Box 296 Designer's Address: PO Box 296 Gig Harbor WA 98335 City State Zip Gig Harbor WA 98335 City State Zip Designer's Email mjerkovich@harborstonellc.com DESIGN PARAMETERS / Treatment Device �� ❑Glendon 0 Sand Filter 0 Mound and Lined Drainfield 0 Recirculating Filter ATU t1 y��D 0 Other yTreatment Level(check all that apply): ❑A ❑B ❑C ❑BL 1 0 BL2 0 BL3 0 E 0 N Drainfield Type ❑Gravity UfPressure 0 Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class 40 Daily Flow:Operating Capacity 180 gpd Length 20 ft Daily Flow:Design Flow 240 gpd Diameter 1.25 in Septic Tank Capacity(working) 1000 gal Number /Y 3 Receiving Soil Type(1-6) 1 Separation 3 ft Receiving Soil Appl.Rat(UIUVIA 6) 1.2 gpd/ft2 Orifices 2 r— el ; ; Required Primary Area 200 ft2 Total Number of Orifices $( ' ' (0 Designed Primary Area 200 ft2 Diameter 5/32 in Designed Reserve Area ft2 Spacing 1.8 in Trench/Bed Width 10 ft Manifold Trench/Bed Length 20 ft Schedule/Class 40 Elevation Measurements Length 2 ft Original Drainfield Area Slope 0 % Diameter 1.5 in New Slope,If Altered % Preferred manifold configuration used? 0 Yes 0 No Depth of Excavation Up-slope 39 in Transport Pipe from Original Grade Down-slope 39 in Schedule/Class 40 Designed Vertical Separation 3 p-1-) in Length 40 ft Gravel-based Drainfield Required? 151 Yes 0 No Diameter 1.5 in Pump Required? E'Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 6 Diff. in Elevation Between Pump&Uppermost Orifice 8 ft Dose quantity 40 gal Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 1166 gal Uppermost Orifice I�Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 37.9 gpm 12f Timer lig Elapse Meter Qf Event Counter Calculated Total Pressure Head 21.3 ft If Timer: Pump on, 00:01:42 ,Pump off 03:58:00 I \Comments A P P o`V E D OCT 0 9 2025 MACON CC�,`iTY EN\IRONYETAL HEALTH !SET Revised:6/11/2025 •.DESIGN FORM—PAGE TWO Assessor's Parcel Numbed 2 12 12 I 0 191 3 14 10101 2 1010 I Permit Number: SWG 2025-00379 DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch ❑ Test hole locations 0 Drainfield orientation and layout Reference depth from original grade: ❑ Soil logs ❑ Trench/bed dimensions and ❑ Septic tank ❑ Property lines critical distances within layout ❑ Drainfield cover ❑ Existing and proposed wells ❑ D-Box/Valve box locations Reference depth from original grade within 100 ft of property 0 Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations ❑ Laterals,trench/bed, top and surface water and critical areas ❑ Observation port location bottom ❑ Location and orientation of 0 Clean-out location 0 Curtain drain collector curtain drain and all absorption 0 Manifold placement 0 Sand augmentation components 0 Orifice placement Other cross-section detail: ❑ Location and dimension of 0 Lateral placement with distance ❑ Observation ports/clean-outs primary system and reserve area to edge of bid ❑ Buildings Other Information 0 Audible/visual alarm referenced Yes No ❑ Direction of slope indicator 0 Scale of drawing shown on scale 0 ii 'Design staked out ❑ Waterlines bar 0 'Recorded Notices attached ❑ Roads, easements,driveways, ❑ Elevation benchmark and relative 0 ErWaiver(s)attached parking elevations of system components it 0 Pump curve attached ❑ North arrow and scale drawing 0 It 'Evaluation of failure shown on scale bar Non-residential justification ❑ 0 Waste strength O ❑Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation "Yes 0 No MilzeJerF2ovich 10/9/2025 Signature of Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and local on-site regulations: ^Rdr-0,..A/VP Vitn l0(4/ (1 - Environmental Health pecialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. �� (L/ ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 10 ✓ 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. Revised:6/11/2025 ` , m O A _.a Oo 7 M O A m Z fTl D \ ., \ r- O C ) -'M (n y m N O *Z r '\\ - -I O O AO N O. m m O m C) 4...e5 y ' I .. 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Cr)(n(n U) Z C) mm tom rmm A m o �o O _mo m y (!7 (/)(/)(lJ(/J f= n 70 r m mD '`0 . m m m v oXX m )_, -n Gm m c) G+ (AND � � m �_ �i ••r/ ITI fTI y C�0 m m 0 Z z M��, CI,m z)d O- pA c z 00 O -I 7 O /JV, Ovv,,� xrrZ=i K 2yE'y ovmmiv `v Zz z O rrx �n I I I I I [T7 CD O -az� m>A Z mm^m �p -,o No o mom v,z Z -1 O d/ C m v, `- 2 -1 a A� m"� z o- +, �VZi -o CD C] V)00 Z N Q 00 �mA z 20 m �Oy �my n m m �a -�� — m C ITl i O r-+ O y� Z a vo- c�_ , a Ao D D �(�!) X 7 C�TZ DZC D =0 Z mm� p.r;, m2Zyyl 0 om om <A Cn Cn (/) Oc0 o vm fTl ;m0 0� ? mD y Z O� =Z m r p A y m _K A m 0 o v> x . zmZ W 5 Om D KZ 2. 0 ; - = *m r D V, -!I O _. 0 m m rrl Z m V, Z m m m = m o N $R NOREEN UPTON ",^•'a:,ti an p �A =D "A 0 ,2 .v., ,,, r°, pi r c) (ii; fig 7120 NE NORTH SHORE RD, BELrAIR WA 98528 A a 8 •0 g PARCEL 22209-34-00200 g �m 0 Total Head in Feet nw ' �o LT) c c o b o 0 C) 13T o o O CD I n T v N q Drnr- C 0 c T O V N al ` C _ CD ^ 8 C c mc o J C 0 - a) 5 g N o V r g o <n o W m o o _ _ W o [a N -. 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