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HomeMy WebLinkAboutSWG2025-00473 - SWG Application / Design - 8/26/2026 MASON COUNTY 415N6SHELTON 60 27-967 EXT400 SH STREE.3 SHELTON, EXT400 JWI 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: SWG2025-00473 APPLICANT Jim Zimny Phone: 360-516-7287 Address: 7178 windflower pl nw Seebeck, WA 98380 OWNER ENGLISH STEVAN C Phone: Address: 400 E MICHELLE DR UNION, WA 98592 OWNER Mike Cooper Phone: Address: 8055 Glenwood Rd PORT ORCHARD, WA 98367 SEPTIC DESIGNER Jim Zimny Phone: 360-516-7287 Address: 7178 windflower pl nw Seabeck, WA 98380 Site Address. 400 E Michelle Dr Primary Parcel Number: 321045600082 REVISED Repair: Replace the existing 2-bedroom gravity system with a new 2-bedroom NuWater BNR-500 ATU with a trash tank and Permit Description. trench drainfield. Non-Conforming Septic Repair: No designated reserve drainfield area. Permit Submitted Date: 12/29/2025 Permit Issued Date: 08/26/2026 Issued By: David Anderson Current Permit Fees Paid: $1,000.00 (additional fees,nay be required upon installation of system) Permit Expiration Date: 01/13/2027 roared on date or inspection) Permit Conditions: I 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 Drainfield 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. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF 055. 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/environmentallonsite/oss-inspection-request.php or call: 360-427-9670, extension 400. MASON COUNTY 4'5N6 SHETREE T,SHEL 9670 EX6584 S BECTON'.360227-9667, EXT 400 BELFAIR'.360-275-4467.EXT 400 Public Health & Human Services ELMA 360282-5269,EXT 400 FAX'360227-7787 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 7 Non-conforming septic repair. The septic system may need to be brought into full compliance before future permits can be approved. Detail: Septic system does not have a designated reserve drainfield area. 8 Mason County Asbuilt Form, Record Drawing. and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BE ONSITE DURING INSTALLATION crass 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/onsite/oss-inspection-request.php or call: 360-427-9670,extension 400. L YID j�Zo76± � ��� � — OEFiCIA.L USE ONLY -- - MASON COUNTY C fA ILxoNSEI Ma3vED PERl1FDTY: �-<- Public Health& Human Services fnvlrnminb&HeSIm3E0 27- "rM a 00 or 3ELLns4t67.el4D] sWI ZoZS O y ° nsx.6m men-snelron,wAs6seA p A 2 tN ON-SITE SEWAGE SYSTEM APPLICATION a n m CT AOPLCAM p,-1GNE m Mike Cooper 360-340-1939 p� z L 4 T GGOCRF -STREET CI ST AT Zr 0001 A SO P O BOX 66 OLALLA WA 98359 1S z 5-ENCORES$-STRE6 CITY 2 P CODE 400 E MICHELLE DR UNION WA 985929767 � I� NAM CO Dc-SSNER Jim Zimny 360-516-7287 L/_,-. I!ST LLL' - o I — P(RESIDENTIALOSS r1 COMMUNITY OSS fl CCAYAERCIAL OAS IB PRIVATE INDIVIDUAL WELL fl PRIVATE rwo-PARTY WELL Z ] PUBLIC WATER SYS IEM _. . I VFE 9N'rv�crzwe: — In NEW GONSTRUCTONT UPGRADES RT REPAIR/REPLACEMENT C1FR DETA UI flThr -hl ❑ TABLE X REPAIR (�( yIyMP Ip15 0 suRFACiwG SEWAGE 0 EXISTING ffAI1 LJRF O SHORELINE w s El DESIGN FORM IREWIREDI SEPTIC DESIGN(REOUI RED, 6ED M .DI 9ZI WAS Jr 2 T�nT Fv a'.^J45° I � a ❑ I ER(SI(IFAPPLICABLEI .28 acres YES ❑✓ NO A I WA D T T�,AI Rev e4 PS,yq D9. C tram hwy 106 take E Beach DR up the hill towards Alderbrook. in 8 miles take non E to country Club D east. in .5 miles take Rt on E fairway In. in 2 miles take rt on E Michelle Dr. 7 follow .4 miles to 400 Michelle DR open rt. look for pink ribbons on open part of part afloat ° IC marked with pink ribbons s:7E MVSTREFLAOGEO FRUMM<IN ROAD ANs iE5TNGLES MUSTBE FLAGGED WRN TEST WLE MDERS I �� OFFICIAL USE ONLY BET Ow'HIt I. .. Lo o E r oG„ILDINC PERMIT OHOME 000 RAINT 0-'C v[C OR 501-LOSS E ER ZIf/1D Y$2: 0-t%" EtxKoa5 (TIF1 ) F.ti TO O-ig`t7k t7rA-?) Ig 2s' G5Lcrype aJ t% z; F4t toa Y* o '. SSA - Rf54-aF 25' wl +ice Ift' G ly (4oa5 F:9 rt+f:d tY 51 &c51- at zVt" '4 wait (1-3i'L `+ "'P401 654 iC/ T03: 0-21T' (151 )I-fl ` Eciuc (I¢5+ a+ It"w� tra{U I hRt t4" tgn14o RECORD DRAVpNG NIC IHSTALLAlIS I REPORT SOIL CODES=VERA G=GRPLPry _-..ANC L= CAY =SIT L E=EXTREMELY R-ROOT 5 RCCV RED FOR NNN,PPLRJ:h INSP OR 51GNAT'I IRF DATE APPI ICATON FIRCION DATE APPL.IIjATIDN<CPROVTD/SSUEO6v CATS (1l 026 ZG 02 THI FORM MAY BE SCANNED AND AVAILABLE FOR UBLIC VIEW ON THE MASON COUNTY WESSITE Revised &3i202S �euS'9n 1 DESIGN FORM—PAGE ONE Assessors Parcel Number. 321 0456000 2 A design will be on ieaedu hen 3 c of each of the following a re submitted: Completed design form Ihm has been signed and dated- °Scaled la out sketch in Biding all applicable hems on checklist. �Scaled plot plan Ineludiue all applicable Items on checklist °Cross-seciloo sketch. including all applicable Alcoa on checklist. This form may be scanned and available for public view on the Mason County Web site.1 fnrunorn paper sire. I I A I'' PARCEL IDENTIFICATION _ Designers s Name JimZlmn Pennil Number S' 004737 g Y Applicaofs Name.. Designer's Phone Number 360 +5167287 P 0 BOX 66 Designer s Address. 7178 Wmdllowerpl NWMailing.Address. - OLALLA WA 98359 Cit, Suite Lip Seebeck rIs 98380 ® _.___ _-_ — (m Stale Lit Dcsa,v.is Euuil epee gnss'cloud coin DESIGN PARAMETERS Treatment Device ❑Glenrlun ❑ Sand Utter ❑ Mound 0 S:md t/mni Urainfield 0 Ruuwlatinp I did: IF BNR 500 ❑Oil,, Treatment Level 'check ell diet apph r ❑A f B 0 C ❑ lit.I E6 I 1 ❑ lit a O I C"N Drainfield Type ❑ Gooch VPressure tfrellell ❑ Bed 0 Sub Surface Drip Septic Tank!Drainfteld Specifications erals Number of Bedrooms 4 Schedule sch 40 Dail flow. Operating Gapacib /YjO gpd Lgngib 11 33 ft Pat lc Flow Design FIeu L1/5 - gpd Diamc n 1 in t-\TU _apactis ovorking) UUG / gal Numb (2 p 3 CJ Rcc.it log Soll T)pctl-Gl 4 / Sepn .Aonn t� 5' ft Reeciv in Soil Appl Rate 6.ed-gpd/ft' Orifices Required Prnuan Area yOO ft Tom ;I L9 Designed Primmn Area 0 t ft' DiamdEr 1/8 in Designed R._sene Asia R- Spaci 60 m TmndrBed Width 3 ft `- Manifold 2y Trendill3ed Length 33ft Schedu�dClnss sch 40 Elevation Measurements Length 2' - It Onguud Drainfield Area Slope 2 Diameter Z., ' in IN en Slope. II Altered 2 - o Preferred numife d config III atloll used' RKPcs O No Depth of Excavation t i• n,r= 6" - in Transport Pipe Ira m On gi nu t Cside Ixatn. lnpo 6" - sch 40 ufl Schedule/Class Designed Vertical Separation 12" - in Lcngda ;Da ft ( ravel-based Drain6cld Required" 0 Yes PI No Diameter 2" in Pontp Required' Wes 0 No Dosing and Pump Chamber Puotp/Siphon Specifications Numher ofdoscs/da 6 Diff. III Elevation Henleen Pump&Uppermost Orifice .10 ft Dose quantit 30 gal Drainfield Squirt Height/Selected Residual (head) 5 a Chamber Capaeits t food) 1000 gal Uppermost Orifice 0 Higher 0 Lower limo Pmip Shutoff Pump controls-Please check those required. (apacit\ a I oral Pressure [lead l I r gpnl Mr Timer V Elapse Meter Event Counter Calculated Total Pinson Head _ If Truer: Pump on 1 intro Pit flip off 14 11S Comments Revised_6/11/2025 DESIGN FORM -P%GE 1%NO Assessors Parcel Number 3 2 1 0 4 5 6 0 0 0 C Perm N it anbu. S\4G 70ZS'0e_LII DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Test halo locations 9 Urainfield oricntation and layout Reference depth from original grade. 66 Soil logs Ef Trench/bed dimensions and Ff Septic tank ✓ Properlt lines critical dist:mces p'itbin Iapvul IW Drainfeld -over of Existing and proposed wells D-BoxlVnlve box locations Reference depth from original grade pvithin IOU ft ofpropertv Ef Septic tank/pump chamber mid restnctive strata'. ✓ Measurements to cuts,banks. and I near ions V Laterals.tmnelv bed.top and surface pvatcr and critical areas V Observation port location bottom ✓ Location and orientation of 9 Cl can-oillocation ❑ Curtain drain collector curnin drain and all absorption If Maiifold placement 0 Sand augmentation componcnrs V Orifice placement Other cross-section detail Ql Location and dimension of V Ohservation ports/cleatrouts primer. systmn and reserve area Pf Lntaml placement ici[h distance l to edge ofbt'<i Other Information 19 Buildings ti Audlblchtsual alarm rc fcrmlecd S"ee No Qf Ili rect ion of lope indicator S Scale of draw ang shorn n on scale 0 ❑ Design slaked out Qf Waterlines bar ❑ 0 Recorded Notices attached Qf Roads_easements.drit co m s, V Illa, iii on benchmark and re lit i'c 0 ❑ Waiver(.) attached park iiie level ions nfs.'tent con ppnents ❑ V Pump curse attached ✓ North arruss and scale die, in, O O Evaluation of failure shoo non scale bar �^ ,) -residential justification 0 0 Waste strennth ❑ 0 Flee DESIGN AS The undersigned designer must he notified4 4ta115p4imc gt2.'tjM �i'VYes ❑ 'so Sixnatur oDesigiier Dec bk � FF The undersigned Los re'i eived this d 'ion on he la1£of NI:soi (oust' Public Heal lb mid d tru ina it to b -' c eoniplian ps ith slate and local on ens teen. g176��oz,� Lmironn e I Health Specialist I)at CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION ✓ The design is stamped App ro'ed-M Mason (Count. Pub c Health. ✓ The Onsite Suvate Permit'ins not expired.the Permit Expiration Date is: 20x_ - ✓ Drainfield site conditions haw not been aliered to ad p ersek affect conditions of dcsig 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. Re ised:rill 112(125 9 1pK I SIt 0 O OJ I S 0 cD vi p ti O 2 Y A n ; A < T � m w v n < x < A a < a � o O n = A a x O Z,. m ^ O a ` ` T CO ,n Z10 � � a Cl =. . w o� a _ — Ot O w v, i0 LII C B r N a O � � a o 0 F w m o Lu V O SR P i R q F D 7 d - O m � n a ,. " NCO fl N O a •= ro `9 o m o o � 6 a' o zz Advantage Perc & Design Construction Notes for Pressure Distribution 2 Bedroom System: Pressure Distribution w/graveless chambers(Rock and pipe may be substituted) Install 2 -35 & 1 30 Laterals of 1" sch 40 PVC pipe Install on 5'foot centers. 1/8" Orifices on 60"centers beginning 30"from the beginning of the lateral and oriented at 12 O'clock. Hang from infiltrator with zip ties Install 6""trench depth on low side of trench and maintain 12" of vertical separation Install level and along contours. Only Install in dry weather only. Use existing septic tank as a 1000-Gallon trash tank, 1000 gallon BNR-500, and 1000 gallon pump tank with risers to the surface of the ground. See pump Chart for Pump Specs Use Nuwater Control Panel or equivalent w/audible and visual alarms for low and high water. System designed for typical residential waste strength sewage only. System designed for 240 Gallons Per Day Properly abandon existing septic tank and document APPRoy AUG 2 6 Z07F, 3 rs C Advantage Perc &design - ... ® (360) 516-7287 3 ro ��b {y f aa l S I I 4. 3111__ 5.2. VENTED L`DS ITYP) QUA: PORT AFRATOR WATERTIGHT RISERS ITYaI COUPLING B PIPE k / MAStIC 6-- X. OAST IN LID(TYP( t°pvc('YVL 2`ODUPLING b REOUGER 6 -.. . 2 TE' � I PVCSLUDGE 2 RETURN INE 2'PVO TRASH CHAMBER DIGESTER CHAMBER CLARIFIER OPERATING CAPACITY 417 GALLONS OPERATING CWAcrv.421GALC ` I CHAMBER F_OODGAcTY .zo cAr LONS FLOOD cAPA TY.4e.GALLONS '00 GALLON FE OGD 11 GAL 65 58" I� sI. A l x12 TEE Ili L lY C DIFFUSER BARS 2) PAIL 10 lANKVTALI 4 SLUDGE RETURN ' i TAPER -. .. r.._.. SIDE VIEW ,11''11 4I SONF-FREE NATIVE SOIL -.4IJr 2 n: OR OOM=ACTED SAND fi- / INSTALLATION INSTRUCTIONS OVER SONY SOIL p/� p than '24 BLOWER 1) konallle ta{Iklr 9etllcal yq)I5 lO1 bol largertM1an NDUSMB CAST tank on all sides. rr11 ' -F ?rlI ON TOP orLID 2)If bottom of hole is Ste&,tstaIl 3' of compact sand&level S,. out with screed — 3) nstall lank in center of hole,keeping 1 h void space on all sidps irvrt 4)As tank is filling win water,fill in you space with compact I L sR¢ — granular(sandy)soil lose of large clumps of clay. I 5)Install rest of system,&of ix risers to adapters with / waterproof adhesve �/ i I A-a" 6)Perform watertightness test in field as required by Iocel)'r{ V / jurisdiction. ft r / - - 7)Upon approval to backfill,carefully backf41 with natrVB' tY -- �t2 RISER soils overtop of tank, $T M/ TRASH CNAMSET e i€e is 1'11 6l far tl gradetank- surface to avoid channeling surta '/ water toward tank r _-- TOP VIEW r=zsn AEROBIC TREATMENT TANK DETAIL FOR ® NuWATER BNR-500 TREATMENT UNIT ENVIRO-FLO, INC. REVISED Waste water Treatment Technologies 9/10/15 P O. B IX 321161 FlowDod, MS 39232 SCALE. (877)836-8476 (601) 645-4716 tax 1" = 1.4 ft. www.enviro-Bonet Z 3 NJ Z ¢ Q n LV]dl_.. .O�!.� p X O J u N N C,) Z F— Q F- Ic 0- 0-. r ZO - J OQ U O ICI O O I '� CL 1_� H O _ o Z K Z m � r Q N Y - Y Z Z R 1/(V-/�`/V a N Q ✓f = Q N Z C Z k pJ Q U N J U p Wl O Ftm I VIII fl rC PARTS LIST NuWater NR Assembly Diagram A PIIAI PORT 4ERNYOe M POLY ill I Ii Si N BAP IT 9 !6' RUBBER 00 W CLAMPS I] N PVC T T SECTION N S 2 N✓I :' O SUP CAI I SLIP X M- 2 M1PT ADAP OH P 8 CLEAR PVC HOSE PPIIPNAL ti I • STREET%v2 BPI BUSHING 3• U 2 PVC Phi BY INSTALLER. I y ELBOWS R PVCPIPk BINSIALLERI I % 2 L I BARBLI B PTOR TO II 0 FL Rom o. aE I r RARRu ADAPTOR To a NPT :• R SHiNO Ij. U I Z STREE 1 At 4 NPI UUSHING 2 SANITARY TEE Y V Y2 WC COUPLER 2 VL CRO55 /LS AU w Z COUPI ER :OIIPLER BY j� ReVISed 2125/12 5 Pump Selection for a Pressurized System-Single Family Residence Project Parameters iDD Discharge Assembly See 2O0 Inches a mVurI Length 60 Errol ransporl Pips Class 40 nnnyrm Line We 200 Inwes gD Distributing Valve Motel None Max Flevelion Lilt I0 reel Manifold Length 2 life Manrfole Pipe Class 40 BD Mandela Pipe Size 2 O0 inches Number of LafewE pen Coil 3 Lateral Length 35 ledl Lateral Pipe Cs 90 70 Letem I Pipe Size 100 inches Orifice Size 1!6 inches Orion.Spacing loot Residual Heat 5 l eel 'L 60 Flow Meter None inches o env o Arid-on Frown Lowey 0 fool C 50 Calculations i Mnriimam Flvn Rate per Orifice 043 gpin Number of Orifices perZone - Total Flow Rote per zone l04 gprr O 40 Ni.tuber ofLalerab per nine 1A FL] frit' of lalrtaal aoirtr h A 2 Trn naport Velocity 09 fps 30 Frictional Head Losses \ Loss though Discherga 02 feel Loss In Tani 0 feel 20 Loss through Valve 00 feel Luss in MarAlukl 00 feel Loss in Laterals 01 feet Loss through Flowmoto, 00 feel 10 Add-on Fall LusseY oc feel \ Pipe Volumes Volof Tmnspt Loo 105 girt 0 20 40 50 80 100 120 140 160 Vol of Manroto 03 gat Net Discharge gpm) Vol of Laterah p M zone a 7gaN Tmal Volume 155 gals Minimum Pump Requirements PumpData Legend Design Flu,Rate 104 0pm PFEF50 Enluenl Pump SystemCure Total Dynamic Head 155 feel 1:2HP I15230V ID Fg 9ij''`°` Z: (' t r'^.' P runOl� Rage '" "Ir Operating Point AUU 26 /,; Design Point Q e L ;_ Ir C ti��'. Orenc© 3 �`�