Loading...
HomeMy WebLinkAboutSWG Application / Design - 7/16/2024 SHELT ® MASON COUNTY 415N6TH LFAIR, 60-275 467.EXT SHELTON.360>27-9670,EXT 400 BELFAIR:360-2]54467.EXT 400 Public Health & Human Services ELMA:360482-5269,EXT 400 FAX:360427-7787 On-Site Sewage System Permit: SWG2024.00305 APPLICANT HABITAT FOR HUMANITY-A MASON Phone: 360426-8134 CO AFF Address: PO BOX 1549 SHELTON,WA 98584 OWNER HABITAT FOR HUMANITY-A MASON Phone: 360426-8134 CO AFF Address: PO BOX 1549 SHELTON, WA 98584 SEPTIC DESIGNER PAULA JOHNSON' Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION,WA 98592 Site Address: 190 E Panorama Dr Primary Parcel Number: 320216601014 Pemlit Description: 3-bedroom NuWater BNR500 system Permit Submitted Date: 07/1612024 Permit Issued Date: 08/09/2024 Issued By: David Anderson Current Permit Fees Paid: $540.00 (eeKleral rea+mar be re9aaed ubon eealawdon of system), Permit Expiration Date: 07/29/2027 Ibaeedendeeemsaemaol Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staff per Masan County Tide 17. 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 Drainfie/d installation not to exceed designed upslope and downslope depth specified on design form. 4 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 6 Mason County Asbuilt Form, Record Drawing,and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. - PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED, FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES, For Final Inspection visit:masoncountywa.gov/healthionvimnmental/onsits/oss4nspection-request.php or call: 360-427-9670,extension 400. OFFICVLL USE ONLY MASON COUNTY 1 — y ® COMMUNITY SERVICES C$_ m m&M KOmmniNllea�MJExxiNmm MalNnM1 NO SWG �7 - b630S 00 a Z N ON-SITE SEWAGE SYSTEM APPLICATION > A m m AWUQ M vxonE Habitat for Humanity (360) 868-2934 3 z MAIUNGADORE88.STREET.Cm UATELPCODE PO Box 1549 Shelton WA 98584 n z srtEAD E Panorama DR Shelton WA 98584 a rAT XPMEWDESIGNER PX36QtlE oIN Arrow Septic Designs ( 0) 898-2255 8 XFMEOFIXBTAUER P NE Q Q � IN w PERMIrrvPE(waaa DwxMrw vpaEB sowcE O ffjRESIDENTIALOSS &COMMLNRYOSS EicoMMERCW.OSb Fff MNATEINDNIDUALV.ELL PRIVATETNOPARTY NELL Z rvPEOFvuRN(.e6YU"n) Lg PUBLIC NFRet SYSTEM � IX1NEWCONSrt UCMON/UPGRADEB EREPAIRMVIACEMENT OTxal DEruls(u'Aa'MtltlfN{PY) OTABLEKRERIR Icn SuBMTTTAts �I 0 BURFACING SENAGE O ExI NG FAILIStE [3 SHORELINE ZIDESIGNFORM(REGUIRED) INSEIMC DESIGN(REQUIRED) SEDRQM^ S LDr-E 0 Im 1I MIVER(S)(IFAPPUCABLEI 3 .2 Acre I o DiRELT10N6TONTEAND SITECONDTON3:pe.kvbopbl Head toward N 6th St on W Alder St.Take the tat exit from roundabout onto N 1st St.Turn -' left onto Hwy 3.Turn right onto E Agate Rd. Turn right onto E Crestview Dr. Turn left onto E r I c Panorama Dr. On the right will be a sign "Habitat for Humanity" Lot 15A Lot 14- SITEYVYT8EM66EDFNOYYYN.PoAD AND TFSTMgES tlYST SE PUGGED LNTx TFBT NOL£NYYBEXe I� I A OFFOAL USE ONLY BELOW TH15 UNE UFCIVO UNTARESDURCIN NANC WUMPI ❑VDLUNTPRY OMAINTENANCEIPUMPIHG OBUhDING PERMIT ❑FAME S/LLE OCOMPLAINr QOTNER'. INSFECIOR BC��OG§e UAMM6YTSI LOXPPGN3 T141:0- 34 41S ResfafiWylAVf4fdt I pd �(-f- JUL 16 Z024 �'RcS+ of zS" s� f !/ _ RECORD NGAND NSTAU 10N REPORT 801LCME9: V•VERY G•GRAVELLY 8•SWD L•LOM1 4=81 LT C•CIAT E•FXIAEMELY R•flCOTS flEOUIREDFgi FIXALAWROVAL. IHSP RSIGNATME � 4ATE APRIGAilIX1 F E$��/�MW��� APPUUTKM APF�p�EO6Y OPTE THIS ARM MAY BE SCANNED AND AVAILABL FOR PU/--BLIO V/IEWON THE MASON COUNTY WESSITE REVLSED 1L 5 DESIGN FORM-PAGE ONE Assessor'S Parcel Number:�L 2 0 2 1 - 5 6 - 0 1 0 1 4 A design will be reviewed when 3 cosies of each of the following are submitted: Completed design form that has been signed and dated. a Scaled layout sketch,including all applicable items on checklist Scaled plot plan,including all applicable items on checklist. v Cross-section sketch,including all applicable items on checklist. This form maybe scanned and available for ublic view on the Meson County Web site.Marmara rsue. �> PAR it9RON Permit Number. SWG ZZ7r I,/wW Of Designer's Name: Arrow Septic Design,Inc Applicant's Name: �'Habitat for Humanity Des an's Phone Number. (360)898-2255 Mailing Address: PO Box 1549 Designees Address; 171 E Vuecrest Dr Shelton WA9a584 y WA Zi cityState Zi city Stme Zi Treatment Device ❑Glands.Biofilter ❑Send Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filter,Type: NuWamr BNR-500 Other: 500 Gallon Pre-Trash Tank 5'�Aerobic Unit Make/Model ❑Dismfecdon Unit Make/Model Drainfield Type ❑Gmvity Elf Pressure Trench El Bed ❑Sub Surface Drip Septic Tank/Drainfield Spechcations Laterals Number of Bedrooms 3 J Schedule/Class 40 Daily Flow:Operating Capacity 270 gpd Length 38 ft Daily Flow:Design Flow 360 gpd Diameter 1.25 - in Septic Tank Capacity(working) NuWaler BNR50ga1 0� Number 4 Receiving Soil Type(1-6) 3 i — Separation 5 - It Receiving Soil Appl.Rate 0.8 r gpd/ft' Orifices Required Primary Area 450 ft= Total Number of Orifices 32 Designed Primary Area 456 i ft' Diameter 3116 in Designed Reactive Area 456 fta Spacing 60 in Trench/fled Width 3 -- R Manifold Trench/Bed Length 152 It Schedule/Class 40 - Elevation Measurements Length header ft Original Drainfield Arm Slope 5 % Diameter 1.25 in New Slope,If Altered 5 / Preferred manifold configuration used? Et Yes ❑No Depth of Exmvmion Upslope 12 in Transport Pipe from Original Grade oo..,,..moe 10 in Schedule/Class 40 - Designed Vertical Separation 12+ in Length 30 ft Gravellms Chambers Required? ❑Yes ❑No Optional Diameter 2 in Pump Required? Ed Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number ofdoses/day 4 Diff.in Elevation Between Pump&Uppermost Orifice 8 ft Dose quantity 90 - gal Drainfield Squirt Height/Selected Residual(head) __2_ft Chamber Capacity(flood) 1000 - gal Pump controls:Please check those required. Uppermost Orifice Higher ad Lower than Pump Shutoff Timer Rblapse Meter Event Counter Capacity Qa Total Pressure Head 18.88 gpm Calculated Total Pressure Head 10.89 ft If Timer: Pump on 2 m utg ,Pump off 6 hours Commen[5 Igo I DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 0 2 1 — 5 6 — 0 1 0 1 '4 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch 5J Test hole locations EX Drainfield orientation and layout Reference depth from original grade: Id Soil logs R1 Trench/bed dimensions and Rf Septic tank R1 Property lines critical distances within layout If Drainfield cover ❑ Existing and proposed wells 56 D-Box/Valve box locations Reference depth from original grade within 100 ft of property Rf Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations (if Laterals,trench/bed,top and surface water and critical areas Rl Observation port location bottom ❑ Location and orientation of 19 Clean-out location ❑ Curtain drain collector curtain drain and all absorption 56 Manifold placement ❑ Sand augmentation components 19 Orifice placement Other cross-section detail: Location and dimension of Ed Lateral placement with distance Rf Observation ports/clean-outs primary system and reserve area to edge of bed Other Information la Buildings Rf Audible/vis in referenced Yes No 66 Direction of slope indicator Rf Scale of dr wn on scale Ed ❑ Design staked out 61 Waterlines bar r ❑ RfRecorded Notices attached 91 Roads,easements,driveways, '. ,�, ❑ Rf Waiver(s)attached parking tit ❑ Pump curve attached m North arrow and scale drawing ❑ Sf Evaluation of failure shown on scale bar v PAOLA JOY"JOHNSON' Non-residential justification '•. ' 'iCE61SE t NE11" ❑ fff Waste strength pay ❑ Rf Flow DESIGN APPROVAL The undersigned designer must co be o ed b sta r at time of installation Ed Yes ❑ No f 7-( 'S-L`F Signature ol"Uesrgner Date ,EtA The undersigned has reviewed this design on behalf of Mason County Public Health and determinedif't0 be irl,' compliance with state and local on-site re lations: i o'�9�Za7 Y ��SONcp� AUG p9 Environmental Health Specialist Date 17y", 494 R0 ✓CAUTIhe ON: DESIGN is PPROV Lby VALID OMason NLY UNDER Public THE FOLLOWING CO>N FN;411,, (TH ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: ✓ 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: 1217,20I g ` i g USEDTHE A a v A lot g aw h `3 Va 13 a \ m^^ x A � R /► 3 APPROV y AUG 09 2024 i ➢ c B _ i MASOfl COpNTYEfJVIROki:ifMT.",.I{�p.I i:' £ fl UJA ilX i � d 2�\0 LOY : Of rAL9: I'"-ao' 0 0 20 30 40 1'LOT 'VLAN RA8\T ' 4L� T 4„� L*32-1 -51M E. fANQQ�I�MA DR. 77 ::� — y'r•Ia: __ d marl I.,. (4 x AR ve be�O�. © =T_ ESY tAOCE 10,MIN ® �> o- (CAP C.OMPQG�f Sq�d ® s IV Id Qo S{' bG 0Y) aPre.'f/a54' t"tr b�oC S- no �ourcc� founda"�Ie✓\. i ! 9C Kev. W25 O Audio-Visual Alarm y O2 Cleanout - ' © 500 Gallon Pre-Trash tenk-YI O}- ntcdfd iF comic rctc 'Ia -S%Std Qro posed ° O4 NuWater BNR-500 ATU Tank wP'KY N1� DR—'- 1,000.Gallon Pump Chamber pox — 6 PA NOrLA 0 Valve Control Box App Rp VED }r G %1 .9 N AU 092024 PAUJAr rJoVONEN MASONON ryENVIRO O N awu s t� p�A NMf"4Z HEAtrH �Ivo5 M P 3 Zr, � T�angP°•� lel O S fo �s 20 Typr ce.n� Pa„ Detailed Drainfield Layout Scr r . ,o aea. 6 to 20' 7:TI4 � rmh Appfn 2q MgSON�aUNAVG/0o 2pZy D�q MENIA(HEA[Tp svv. un 12°+ as oq:e Fs.. Lasal -Dramfield Cross-Section View + - Npl Te Srdr Jh� ✓�� No1s �e b fA frig O m 6 YRY b41� xN. o • ar.raa Pvl nw.e base. usa �s � asr: .a.a w T. He PK POe frw bNo of TrrrJt C .r NrGv� of Xr FJW M Earh lMd f h FislNd Safe. NNeoratle Cq " Oe d wA ' ^^ �"� ""' `•.P Arrow Septic Designs a4 Tod R.WW ^ 3y� � (360) 898-2255 PAULA JOY JONNWN•. 4�0 N�a" Lengthr(Ft. S # Distance from Distance from Lateral# In. Orifices Feeder Bine In. Clean18 in.456 8 t8 18 4568 18 18 4568 18 456 8 18 Total Lateml Len h 152 Tolal#Ori6cas 32 GPM= 18.88 Dynamic Head Calculations Selected residual pressure: 2 ft. Length(Ft.) #Orifices Transport Pipe 30 32 0.20 ft. Feeder Total Lateral Line Length Lateral#1 38 2 40 8 0.15 Lateral#2 38 7 45 8 0.16 ft. Lateral#3 38 12 50 8 0.18 ft. Lateral#4 38 17 55 8 0.20 ft. Total Elevation Lift ---LGO 1W601Vy0 AUGOg Total Dynamic Head 10.89 ft. ✓vryFN`�R� Z�2y D✓q NMpyrq�HFq(TH SECURED LID WRH GAS TIGHT REAL THREADED U0116" 24•DIAMETER AOCESS RISER SERVICE VALVE' FINISH GRADE r=.To aeArHFrrtn FROM SEPt1C .TANK �y EHEROENOY STORAOE ANTI SIPHON VALVE NWH WATER AL4RM LEVEL .. NORMAL,7U OFF LEVEL WORKING VOLUME FLOAT RBI �. ENCLOSED PUMP _ E FOR FLOAT c ' VALVE SEDIMENT SHROUD• �. MOUNTING is ._ _. ............._. s SEDONNr0 _. =•Inl:u CENTRIFUGAL -- Pure PuYP CHAMBER . PA-LA JOY JOHNSON'. QyPIOALI L AS NEEDED Septic Tanks must et standards required by WAC chapter 246 272C and FIGURE 2 matLufacturer must be on Dept of Health list of registered sewage tanks. 5 Page 35 of 65 7 W A nr)N Plbacmao#337-= - Bmme construction available 1139 series) High head version available(145 series) `P ... ... Double shaft seat versions available for added protection Flow-Mate For on more models 14tiion,s se informaon, ee Technical Data Sheets FM2182,iM2283. In high head dewatering or effluent applications where pumping x _ norF.cx wo.+ performance is critical, this robust a a IPITVMs family of pumps is known for reliability, durability and performance. These pumps are especially suited for harsh environments.Zoeller's cool run design and corrosion-resistant powder coated epoxy finish add up to a long-lasting, trouble-free product. APPLICATIONS: STEP or onsice applications Watertansfer I- r • Light commercial dewatering SPECIFICATIONS: 1.1/2'NPTdischarge 4 �/ 112 HP through 1 HP (+ ES/EAOEIN THE USII Available in automadc or nonautomatic MItsMMP0a1000 Model 137,139.140:1/2'(12 mm)spherialsoUds qpp • , . „ capacity with vortex impeller ^ .•..w Model 145:3/4'(19 mm)spherical solids capacity with K ^ „„,,,•,—„ irx'e vorteximpetter OVC MggoNCooN'Y A 4' 0 PUMP PERFORMANCE CURVE ✓q� Tq(h, MODEL151/11BV153 Dose-Mate or`e7-s4o" r ° Thisis our fastest growing line of effluent la 153 pumps.The 150 series istruly a workhorse designed for reliability under extreme la m conditions in an effluent environment. 99 150 series pump curves coverawide range 4lo as no of applications. They are well suited to sa W. applications with low pressure pipe(LPP) c Iss and enhanced flow STEP systems.ZoeLler's cool run design and corrosion-resistant, a ro powder coated epoxy finish, in addition to the hermetically seated, oil-filled motor Is and non-clogging vortex impeller add up to ° a long-Lasting,trouble-free product. la APPucAnone: • STEP or onsice applications -- 0 MADE had THE USA to m 3a w W W 1a N so 100 • Liehrcommercialdewarenne MI6AWJIIIIYIIIIMIUI cu.oxc 71Eas a p 80 I30 Ip0 ]00 2a0 3A1 3A 3W e•PE n op mwuTE 1-1/2-NPT discharge k, 3110 HP through 1/2 HP Available in nonautomatic or with a vanabLe level piggyback mechanical switch • 1/2'(12 mm)spherical solids capacity with vortex thermoplastic impeller For more information,see Technical DOW Sheet FM2284 ®All rights reserved. ZOELLER PUMP CO. 1502-778-2732 1800-928-7867 1 loellemump,mrn E� 6 0 �sr.Tibe xvxk3P�w `'�. 3NOS �B[-L89 (09E: %tld 984L-LHS =) ,3 OHd yse�l ppg a° >�S9RtlM'°N OtlD3l 1V6L60E%OB'O'd -ONI JNIa33NION3 >I3 FF � I € _ In N h 4 s �a s5= aa Hilk l z5� a Y taa 4 y_y--:IYA.v in:faM 6HNji �yy yy Y E uj F •// � 'JS gf gfr � Y 4 a F 4¢gSt — RHirt 4 k e � ffG 3Ry't � 13 Y N o Jyz R� Y P z !• � I�_ a 4 8 1 ng k �r �� Y � a gg Eg} I 3 yg I # f g ig k YYYyppy SIN d3 !i a �z5Cf3faa54+ta i- �.. ���� '� Yk Y'+ FC.E Hi 5.. Y i nit - pp f 4 k k E RI taE is_ EYa°a61gE Iza a UP Motif— $r,s zpp SG . M t y ac ar Lq VFNr R9I � ONK POIm AEM1pR NBEPB(rv% I 3TMAX 1•wc(tY% AIRLf EI MASTIC I a• AR DUM TIES 1•wc SWOci 1S RErURN LINE x we --� 5'RAEX CHAMBER . CX 7 OICEBR CHAMBER'�\ CLARIFIER ER CPERING Grt :.t OEaA A .421 LLOS CHAMBER 01IS PLOOO GACY:4eO LLOS 1UGs .191 GAIT . aS Sa \ SIT i j Sir �/ 1•X1A' 1� IT 0•: •• rnPFU i PANYELTO MTMK TANK)WN.LiL �• t r aworiE FER1W1 r / / 1s � A MNENA SOIL �O ORCOMPACIEOSANO MWALLAIION INSTRUCIICMS OVER STONY SOIL ,r 01 1)Exdn k on alla hole afMv,IIIml walls W 1 root larger Man MgSpNp A(/�09 [ 4 2)N bagom of Wig is stony,install 3'Gf mrniaa sand S I" Got WEh screed. — — 3)Install tank in mnlr a(hda.keepingiRwlo slum an r 1r---- pN N aA sift& I WMSERScL'.T—e•� NaLOXER TA( 4)As tank is filling W water,AN in v Siam With Mff a I ^ rq y I �l/{ 5)InstallaStOf SOI SysIe of aft A.MW of day, I II 6)Install rest of system,8 f Ia risen:ro aof day,wM I wareriroal aEhssWe. II i1 aI 6)Perform Watertightness test in fiead as re Ulreo by local solicion. nay gratle t sur(am to avoid tlanelfn wrtam I t ws� 8)Final gnaleane Sin IBeStl.Cu91� Il I OIDE5IEH IlgIeBlBFeI 7)Upon approval to packfill,direfully beckfilgwiN native L----- IL-- ---_—iL--J TOP M YI AEROBIC TREATMENT TANK DETAIL FOR NuWA TER BNR-500 TREATMENT UNIT ENVIRO-FLO, INC. `�"sE° 3101112 Walas"Ier Treaonent TeMnob I e P.O.BOX 321161,Frowooq MS 39232 scut (8,)836-6476 (sot)ea .anvvo-rto nee Ib&�-i G