Loading...
HomeMy WebLinkAboutSWG2021-00551 - SWG Application / Design - 9/29/2021 (2) MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 �� 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: SWG2021-00551 APPLICANT CMH HOMES INC Phone: 360-438-0286 Address: 6312 MARTIN WAY E LACEY, WA 98503 OWNER CMH HOMES INC Phone: 360-438-0286 Address: 6312 MARTIN WAY E LACEY, WA 98503 SEPTIC DESIGNER PAULA JOHNSON* Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: 101 E Cedar Grove Ln Primary Parcel Number: 320215903041 Permit Description: New SFR -3BR Nuwater to pressure- REVISION Permit Submitted Date: 09/29/2021 Permit Issued Date: 10/12/2021 Issued By: Jeff Wilmoth Current Permit Fees Paid: $870.00 (additional fees may be required upon installation of system). Permit Expiration Date: 10/06/2024 (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 Drainfield 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 DATE RECEIVED: 4( ( (Z,L 7:: MASON COUNTY D C -- COMMUNITY SERVICES AMOUNT RECEIV \(0 9ECEIVED V----k A v Cn Public Health(Community Health/Environmental Health) W 1 C y 415.N.6 h Street apt or n.WA 9 5[0 ext.a�Ml S W G ��1 - 0 o I - ° a 1:N.6tR Street Shelton.WA 9asa< O 73 Z 6 ON-SITE SEWAGE SYSTEM APPLICATION g APPLICANT PHONE T) m CMH Homes Inc. (253) 225-2808 - Derek Johnson o c MAILING ADDRESS-STREET,CITY.STATE.ZIP CODE 6312 Martin Way E Lacey WA 98516 . co SITE ADDRESS-STREET.CITY ZIP CODE O 101 E Cedargrove Ln Shelton WA 98584 S I `'' NAME OF DESIGNER PHONE I N Arrow Septic Designs (360) 898-2255 NAME OF INSTALLER PHONE Io < I cn N PERMIT TYPE(seteot one) DRINKING WATER SOURCE —o lir RESIDENTIAL OSS COMMUNITY OSS li5 COMMERCIAL OSS 5 PRIVATE INDIVIDUAL WELL •PRIVATE TWO-PARTY WELL Z I 7 PUBLIC WATER SYSTEM TYPE OF WORK(select ones NEW CONSTRUCTION/UPGRADES ff,REPAIR/REPLACEMENT OTHER DETAILS(select ail mat apply) 0 TABLE IX REPAIR I (Ti SUBMITTALS DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) ❑ SURFACING SEWAGE ❑EXISTING FAILURE ❑ SHORELINE EY BEDROOMS LOT SIZE I CC 0 o 6WAIVER(S) IF APPLICABLE) 3 .22 DIRECTIONS TO SITE AND SITE CONDITIONS'(ex locked gate) Take Highway 3. Turn right onto E Agate Rd. Turn right onto E Crestview Dr. Turn left onto G' I w E Hillcrest Dr. Turn right onto-E-Kingston eft onto E Cedargrove Ln. Parcel will o I o be on the left. ‘I ''2\)6 0 ‘f -i -1.• 1 -1' SITE MUST BE FLAGGED FROM MAIN ROAD AND STHOt s-MUSf LAGGED WITH TEST HOLE NUMBERS. OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(tor reporting purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT El HOME SALE ['COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS!CONDITIONS SUS \ log ,� o F t d X 6/4 `vt� l ( BIZ , ....._ 4 - 4 , ° fi RECORD DRAWING AND INSTALLATION REPORT (......._1, SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE 0 (7--4 Q_Tr -lr-fzy THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12P./2015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 0 2 1 — 5 9 — 0 3 0 4 1 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. 0 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 7i072- Do St-1 Designer's Name: Arrow Septic Designs, Inc Applicant's Name: CMH Homes Inc Designer's Phone Number: (360)898-2255 Mailing Address: 6312 Martin Way E Designer's Address: 171 E Vuecrest Dr Lacey WA 98516 Union, WA 98592 City State Zip City State Zip DESIGN PARAMETERS Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: 'Aerobic Unit Make/Model NuWater BNR-500 0 Disinfection Unit Make/Model Other: 500 gallon pre-trash tank Drainfield Type 0 Gravity lif Pressure gTrench 0 Bed ❑Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 270 gpd Length 25 ft Daily Flow:Design Flow 360 gpd Diameter 1.25 in Septic Tank Capacity(working) NeWater BNR-500 gal Number 8 v Receiving Soil Type(1-6) 4 Separation 5+ ft Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices Required Primary Area 600 ft2 / Total Number of Orifices 40 Designed Primary Area 600 ft2 Diameter 3/16 in Designed Reserve Area 600 ft2 Spacing 60 in Trench/Bed Width 3 ft Manifold / Trench/Bed Length 200 ft Schedule/Class 40 Elevation Measurements Length header ft Original Drainfield Area Slope 6 % Diameter 1.25 in New Slope.If Altered 6 % Preferred manifold configuration used'? gYes 0 No Depth of Excavation up-slope 10 in Transport Pipe from Original Grade Down-slope 8 in / Schedule/Class 40 Designed Vertical Separation 13+ in Length 40 ft Gravelless Chambers Required? 0 Yes 0 No l 'Optional Diameter 2 in Pump Required? Iti Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Diff.in Elevation Between Pump&Uppermost Orifice 5 ft Dose quantity 90 gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1,000 gal Uppermost Orifice 21 Higher 0 Lower than Pump Shutoff Pump controls: Please check those required. Capacity na,Total Pressure Head 23.6 gpm IficTimer 1ifElapse Meter I'Event Counter Calculated Total Pressure Head 7.82 ft If Timer: Pump on 2 minutes ,Pump off 6 hours Comments APPROVED 15 2024 MASON COUNTYFEB ENVIRONMENTAL HEALTH ktcf_Ab RET DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 0 2 1 — 5 9 -- 0 3 0 4 1 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Ei Test hole locations 121 Drainfield orientation and layout Reference depth from original grade: lii Soil logs g Trench/bed dimensions and g Septic tank g Property lines critical distances within layout 611Drainfield cover ❑ Existingand proposed wells g D-Box/Valve box locations P P Reference depth from original grade within 100 ft of property g Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations 1, ' Laterals,trench bed,top and surface water and critical areas g Observation port location bottom ❑ Location and orientation of g Clean-out location 0 Curtain drain collector curtain drain and all absorption 156 Manifold placement 0 Sand augmentation components Orifice placement Other cross-section detail: ii Location and dimension of g Observation ports/clean-outs primary system and reserve area It Lateral placement with distance to edge of bed Other Information 10 Buildings ,f t g Audible/vis • f referenced Yes No 10 Direction of slope indicator sl Scale of dr.,, , wn on scale 156 0 Design staked out g Waterlines bar r Q, CIi 1 Recorded Notices attached Ft1Roads,easements,driveways, a� „�� '• �.h 0 l Waiver(s)attached parking 'fl.•IP rig 0 Pump curve attached lZ1 North arrow and scale drawing . ,: 4 0 Q(Evaluation of failure shown on scale bar `rt` s,o•aas Non-residential justification •'-'p' � ULA JOY JOHNSON 7 . Waste strength tGN8" 1 '0 g Flow I DESIGN APPROVAL The undersigned designer must be tified by installer at time of installation Yes 0 No z(z,-zA 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: Call --ji cf 21 Environmental 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: (13 f /?--"1 ✓ 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 e • .4111.11111s .1 _ ... . - en . • .• . .„ • APPROVED . . • , .. . .. • . ,• , •., FEB 5 2 MASON COUNTYEN1V1R0N°M211INTAL HEALTH • RE . • . •-• .\\. t a e":.. • • Sh 07,C-. r.,,L-,t•.,...„,- .A...l . ...0• ,.. S.. , .e* . ,,,,103r. , 7 s4,h..4r s SECOND ADD' /ON , . s ecA• .... „...:s.cs. SEC. 21, 720N, R301,W.Al., „. -\ \ •, .,_ .”..,:•42-!-.4...I., MASON CO. VIA S.;-,. • f; : , .a! .•., • .•:... . ,. 2......-„, k,SC .1, ii . . 32 r,..: 43...,-T •••• I ..e'' . c. •1:4:'':•*I " 1 : .' . -.... • .....• -P ' ss ., '' ,• ./ /,•--.• '‘.:1'. ; 4. '0 ' • •-•. .•••• ,.• ' 1.••• • 9 44 1 • ,. • , Fe .. - IS ..... ... S. { 4, 4. Ktl•,tony / ...• s '''''••.•!..'••••1•., ••• I . . :is" VZ •I',•.x ...11,-•-is / •24;•,..„4.:;: ''''\..... ....,..4'..' rN :212.: ,..,L.;ft, • .....":...,.(....I. "e7:3°" : It •• s,,,,,,, .. i.:-zir:f.t.t,t. s• r ... ;,,,..• ....- rr--Sox°. •'*7''''•• * 'X.' "414 77/ *.i.-. ,r!,r t:1111-" i• 5 •1 .2, ..... ::4 LI a K• '- •'. ••, it,'.,,,cr, • t3,1 ..-1.W - 'f..?, ni.l. i 7-1 7 4 -r 31.•s i v• -.in,••••.';',Vit• ;d, ' ,•..I.E, -‘z•• '';;,i':=1, . ''. t.'Stm €1.11 \ 3.014.:3* • .4 •I I RATIM ASSUMED !D- . . im.:4.:0' SEAL& l'•De .. -'17'4 .• ...E•••1•01•Ls• • ••‘;••13.4.1e' •.1:.•‘-.- "6 • ' ,• ;.......s. s-6-''' -..1.4"-.1.:41 :'1,:k. .., 4. • ; •.de. _•M.: . tolt.4.• .'': • .., .,,,. .. soo .,,. ., , . .!-,14 ;•;.: it ...... . fr: :4i 2% - .....P ..• ,,..,' ' '.-s's:,•_; 's?4,-s•••• 1.2' . • , ...:: ..t.:„..1.Q.. :...,:.;,•-3:; KA.T.t..47,' "•?•.'-'; . i- , • ,•• .g- . . '"s, ,...,:ct : : •, . . .....;s. .,..... , 2' , _,\ , -C Li2VE DATA- w. id- . •1••7'7• >3 ' .".' '..r:'' i...c1!...tz.1C:? .!‘... •1.it '''''.;;I:: "‘" .56. 14. : 1.r. . Nt. 4 _ • . It • 3..1 t 103 r 3 7 . V,:r rl ! Te•sl'o. 97.S.',' T.,' I.!.V.' Cl.. .P.' 5.1,1;ns,6' ' 1.... SC ;JD „„,, -• .•.'•..;44"‘e-t;`..it T, ' 'I ••• ' ' • , .: ..,os' • ...i: 9 • IV• ,.: ? 25V4t.- •?1 se 50 'OW 145....!.5 CC' ' ht.**JP. ; '40"'': ''''' ••...,',....2Z i . I k..5 I •- i...V.c.?;if , 3 ,2•46.35. 993T. 5.,, ....,.,,s 11.' s . t., „ i Ct. .Is. i •21. . 2 ' . 1 . *2 ,4•2•44.49. 13., •R......:' ,.. -...., -2 343 4 12.11;55- IASI' .0 441.45. us .,. ., ,i• „ . 5 x4.1120. 91.44. 40 115.-4. i• %, " I ., I ,,•,. li 2f.'•;-.O... 3;:••••'' * •i; , - 2 ._ '.1. .' I • li ..17u.:.,!.:2- si se-. . . -,. *44. 13•223. 16.54. 5C, 1341 0. I ; • I. ,:. . 1. 1.5. I'Sf 3:::';.-22-1.-c.:. .„9.1.4 .,...ts4\t. '7 :‘,64...6..4z,...."....1f.1:4'..*,...••.42,. '- 2 141 ' .-- •J -.. L.f 4:o' ts:.so' 40. T4 20. 9 73•N'TO• :37.24. IX' 4-3 se • I , .2 LAIT :I - r3.1c' a . :I• • I. .s •v•cr'se •T' .e..... ..45.21• , *PC'. 14.,.r $ .11' WI ; '2 •_ .23 .... * ° , . . '._ • 24 .I • •I . . .2. * -- •:•4 •• "ii- E:44G4E.ND- '• is,A ..: '. .4,fr , 'k. , - : 't ..i4.'''•'s.-• ,t It '!F S 40 S:E • •044EN i. i 9 . z , SET • • I 4.41 . `42,14...V.?..., '7.I.. 14 •I ..• a!' -01 ,.' • • . , :i. • ' I 1.3 " s... , * I TI,C1' 4453,.... . 2 1 I .4 s- "; .\\ ,...S• ; 4s• s , , sn ' . ,,.. ,••••• .... ,. . , :1--z %-,.. \4.1451,4,k..41rY ..., a. I, ...). 7i• r ....e .2.: CV • ..;.1.•. N.. ,•••• „„.:\\... .4.:. IT .'Co. PARK "4.! : SURVEYORS CERTIFICATE ?.. suarii vrN l' i:ist,12.4Ck ,s -• .. "-E• •:' 1Z•L -4.4- ' Er \z:. •;,..2.. 14.34.--_ 2. r . , . .....3 33 ...V.. .• : I HEIZESY CERTIFY TNAT 71.1....A-:4. ee ' .15.W \ 0.• 0 1..••••' - 1, 3,.T., S. •i :$INVSLC.UP,D1 AN AC.VAL SURVIE ANO 50• .. W•Pmy \ t )70.-',..,:,\ DETISION CT SECTI:N 4.T.IY":41410 1„4_. IA17 DIAS,/ . O.' 0 .3 2,3••• --- ' e' -,- ...- ... Nov..,:ANSI_},Wt..,W.I.,.,TWAT?PI .15.4.6. , 4,.'4S.` t. S • .,,.1.--'... •St coe. DISTA5NIES AND cOuRSIS SNOwN 7.,t4E:41 4.. •....., ` T., „s is ...y. ARS COR2tCT•INAT nit Ni0NUNsENTS NV* ',.'.•a 90 'I.%.ri.r '•.n ..'s:....."' ...\.; .1"„ 7.. • 3' .00'0-0 30•4 Wr 5' Sq.14.4 StT AND'LOTAN2 RIXCI4 CDINtas s.s.....:s. jy. 3..3.,t. •••;4;2'. ..... % %•••i..1.•, _,.........„ .o.0•4 • \ , ,,,,VIT STAgt0 515TNE 0ROuNO. 44.40•1 •I•..i.` -- 1 T.-, T''. Zs 7 t•••" ...t., 1.. ..3 .. ' ----T.e.IIN‘ • ; • ,....Z.-Z.dikth . ' //1...'4i SP:,k ,; , ••• ....- .C•T` • RaGiSTERSO LA340 SURVEY:D. „Is:A ‘..y.4' ...."......,,,_ :i.; 21 .'::"i.e • -.... V.:.:.;Y:t .:...:.4.:1„... . .1„,011, - • ,e',..?::14.:,;„:: ..T.:.., 21.A4r,-,.. ,t......t.......- . . , 0-0-'" - .• . . ...Az,/ ... =Z ;',1.•.. \ le . \V4‘5.1 < t 'i",„ i : r.;'9...1 I lc a.,....1. , \ • 1,t.It.' 0 % \.4.41"•; '.. SVt r <,,•:,..a......0•4.x.:% . -•,, , 0 ._ ..,,,,,-.t.. 1,r,t1t .N•viwir,>...e. ‘,.....-,:- ..* \ \,- Nkk't al ...-- • , ie "V 4.) . . ... r;...1. 1-'••• ,..‘•---:.••11•'..L 4 2 gie 1) 5-5j 5 Ca`e V " ' g o ° dro bnt r„ �5m�n �0 ?L 20 �� o�� cs- P i-AN � boa y� PI- C M �� .. 6 s k�1 1 fitk ? C- �# 3 02 -541- 05°4 I .es�iz-`�£ I - 10\ C P' RGRO' L-i\i y.� 1.111114- L A" ) SEkEL-�oc \ ) vS+�� S84 01- e A--.--r-E,51-- 4-0, 6 ® Nr &bec- Cou-vv-imi 1 rt5 QecTor `Doi \ 105> Ti A4\. Ic)le ! ©° Ayorn 5v3G 202-k- 0055-1 `O \ I ° ® #l14-4Z. C - 23 " 5o,d1 \oa w\ z 10 �O-r , 24"-� 601 (o I CJ COapar22 8 1 o. ° °. bi R N EC-tkfcs Ca C. M r,vc- �o0 so, r ,,� N �24t x4� vcz,iz cZ. 2�5V "rE NI Bev: OAudio-Visual Alarm O2 Cleanout � j?oRct� j 0 500 Gallon Pre-Trash tank - 20' O NuWater BNR-500 ATU Tank 3 1,000 Gallon Pump Chamber W ate:- s.p ►:< t b•A$ O Valve Control Box L� , CedAY5Y.eJe ' V\ c J Y t4s7 ''n be �e�v`sco�-- .yot ""eh��� -,-C- Cc�rnCY&fie -�a.A.Ks . • : '', - •`�, ,. APPROVED LAuLA5b00349 FEB 15 2024 O MASON COUNTY ENVIRONMENTAL HEALTH RET :in 3 ,- .s � �,��g� ,:..) .... 0 r r p 1 l 1 ! ; l' I a (� h \C A tt) 25` ,r 1 ", 2S' •ate+ 1 a f-/ 25't ,,./ frib elV 30" 254 30" - a, +6���� t r _ ��r7 f ti4 •f ,:; i ,2s �7 0 3 'r F 700349 . _46J"_ PAULA JOY JOHNSON .t``ems Q.L'iCtNSl=ti 1VS6.N R•. r "rt 0' Note: (Trench with Infiltrator Layout) S cs,�� : = l o O=Observation Port-to be 4"solid t, - 4 PVC pipe from top of infiltrator to finished o 5 10 I S- 20 `v,r D grade. A removable cap shall be installed on A P P R C observation port pipe. Screw observation port into infiltrators so they can't be removed. FEB 15 2024 Minimum of.a in system. Laterals are to be centered in trenches. MASON COUNTY E RETNVIRONMENTAL HEALTH cs-SCREW ON CAP Fi via-k 0 �1` c aj4 45 DEGREE ELBOW OR LATERAL SWEEPING 90 ..� AND OF (yi • �`' r C,,^;�,Ha.\ DITC q ' i « �� de DETAIL y / Qw`� �' �` _ CLEAN OUT t�?jt ct NOTE, CLEANOUT TO BE FROM 0 TO 6 tf O ``�,25 � "« �� INCHES BELOW FINISHED GRADE. B z�(Z (o`' MARK ENDS WITH REBAR. CLEAN OUT w- • ' a., VREQUIRED AT END OF EACH LATERAL. 14- �( 0 n, 25'Trench/Bed-End Manifold(300") Orifices 60"O.C.(5 Orifices) ( 30"from Manifold �/ 24"from Elbow 4sSie O Elbow 6"from End of Trench/Bed Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line(In.) Cleanout(In.) 1 300 25 60 5 30 30 h7ti 2 300 25 60 5 30 30 t) 3 300 25 60 5 30 30 4 300 25 60 5 30 30 , T. % 5 300 25 60 5 30 30 0� r�+%'•,.,�/� 6 300 25 60 5 30 30 • '' ,;•2j�tih 7 300 25 60 5 30 30 �� '``� �. �,t 8 300 25 60 5 30 30 /7 ; %-r�� 51(i034g Total Lateral Length 200 "p'� PAULA JOY JOHNSON ' 40 GPM= 23.6 LiCaltXtiriESiGN�ft_" Total#Orifices ��-\-�\����—�C��c c EXPIRE1`041i 6).�cZT Dynamic Head Calculations v Selected residual pressure: 2 ft. Length(Ft.) #Orifices Transport Pipe 40 40 0.40 ft. Feeder Total A D�� Lateral Line Length I_ O t�A Lateral#1 25 2 27 5 0.04 ft. !`� D Lateral#2 25 7 32 5 0.05 ft. Lateral#3 25 12 37 5 0.06 ftMgs FEB 15 2024 Lateral#4 25 17 42 5 0.06 ft. QNCQ Lateral#5 Lateral#6 25 2 27 5 0.05 ft. UN�ENFt..,. 9ENTAI HEALT Lateral#7 25 12 37 5 0.06 ft. R+/ H Lateral#8 25 17 42 5 0.06 ft. Total Elevation Lift 5.00 ft. Total Dynamic Head - 7.82 ft. SECURED LID WITH GAS TIGHT SEAL THREADED UNIDN 24'DIAMETER ACCESS RISER SERVICE FINISH GRADE fti_- -.-- VALVE• p-. 1 1 SEPTIC • --I---+TO GRAINFIELD • TANK kg ra it b . EMERGENCY STORAGEI i ANTI SIPHON VALVE• HIGH WATER AL4 M LEVEL --� -- NORMAL TIMER OFF LEVEL WORKING VOLUME j FLOAlNOT STEM 1 FOR FLOAT iltMOUNTINGENCLOSED PUMP MOW -- TING IM SEDENT SHROUD• `�-: .CHECK VALVE• 18" 0T .._. .. . SEDIMENTS t rBMERSIBLE --Ln 1.1, GE PUMP PUMP CHAMBER ITYPICAL% • 'AS NEEDED Septic Tanks must meet standards required by reC chapter sewage 2tan C and FIGURE. 2 manufacturer must be on Dept of Health of registered c . W♦ IX)H Publication#337-022 Page 35 of 65 7 • 137 T3, 14 • Bronze construction available(139 series) • High head version available(145 series) • Double shaft seal versions available for added protection Flow-Mate on models 140/145. For more information,see Technical Data Sheets FM2782,FM2783. In high head dewatering or effluent applications where pumping " performance is critical, this robust — _ 5 PUMP PERFORMANCE CURVE .... c`--- �" MODEL 13711401145 family of pumps is known for reliability, — durability and performance. These , - n ,����� ���� pumps are especially suited for harsh ,IMMEM1111111111 environments. Zoeller's cool run design • b « ■,■■■■■■■■ CD and corrosion resistant powder coated ■,.■■■■.■■ C epoxy finish add up to a Long-lasting, m ■.,�.■■■� trouble-free product. 1 _ u E���M��M�� m APPLICATIONS: U ■. ■ ■■,,,■■n■■ --71 ,'1 I— • STEP or onsite applications " . , ■■■■■ • Water transfer Z • Light commercial dewatering ` ° 11111■1.015■■.■ Z SPECIFICATIONS: , � " m • 1-1/2"NPT discharge `�z �� ■■■•'`"'■■ • 1/2 HP through 1 HP �' f — • ■■■■■,,,`I■ g MADE IN THE USA• Available in automatic or nonautomatic A D U O nyOEUSLI11E111 ■■■■■„■"■ • Model 137,139,140:1/2"(12 mm)spherical solids / D i ■��■�®® capacity with vortex impeller le40 w a n m m a • Model 145:3/4"(19 mm)spherical solids capacity with FEB 15 2024 ° m m '" or vortex impeller MASON COUNTY ENUIRON.MENTAL HEALTH ��� 152456 - ____( 15'l 152 °/ OM RET w : PUMP PERFO.' •NCE CURVE . w Dose-Mate OR EAU11ALtT . 5o MODE f 52/153 This is our fastest growing line of effluent >i 14- 45 153 i pumps.The 150 series is truly a workhorse ` designed for reliability under extreme 12- 40 conditions in an effluent environment. - 15oseries pump curves cover a wide range = 10, 35 152 of applications. They are well suited to 3 0 30 applications with low pressure pipe(LPP) $_ 151 and enhanced flow STEP systems.Zoeller's o is cool run design and corrosion-resistant, 0 6 20 powder coated epoxy finish, in addition to the hermetically sealed, oil-filled motor 15 and non-clogging vortex impeller add up to 4— a long-lasting,trouble-free product. 70 1 2- APPLICATIONS: 5 • STEP or onsite applications r-- a MADE IN THE USA 10 20 30 40 50 60 70 80 90 100 • Light commercial dewatering O:II:A&OIEi1 O,JO AI1EI1 GALLONS r 0 20 3 SPECIFICATIONS: 1 LITERS 0 40 80 120 160 200 24820 360 • 1-1/2"NPT discharge FF FLOW PER MINUTE 014506 5 • 3/10 HP through 1/2 HP • Available in nonautomatic or with a variable level piggyback mechanical switch • 1/2"(12 mm)spherical solids capacity with vortex thermoplastic impeller For more information,see Technical Data Sheet FM2784. ©All rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867 I zoellerpumps.com 9 y _ i • • 1SYO 31id NMIK213Jb�+H SIN :31V'JS 699L`L99 i09£) :X•V 6S9L-LS9 (09£) 3NONd M 1 ��7 18 031•�N2�Q tr M 0996 V 'ONR02f'J 31.1.1V8/60£X08'O"d Ili L SEJ Q � aotstivi3a��. LLI£i(9 31da 3M 9N1�33N1ON3 N3 a 4... NghL n 5 PPROVED • gR FEB1 , _ 7 " . ,_ 5 2024 rt �; ; 3 2 MASON COUNTY ENVIRONM ,-< A HEALTH = �� E RET - r i 8 -A r. J x gam': Nip ' .2 r. Yp<.a�o _ r • . J� }ip x . iS �< ° ? 3oc2t� 4k / zit; l' A ; i I : - '1a -kNtb a '.„. , •r : / \.\ ,.. I ., :. :, „..... l. M i t, Aa YUY 1 i71�.- 0 ,R 1<. • rat' s n 5 .fi� 5Z &.'-'-',62F14:!: $ \ 1 I ' • .. 4. / CCTV 2.7:rl'Uv 2•s 4' ' • t`.-_' 4. i/// .4 —Ji _.� ,cam ,�? ' {::61 .:;'; J kt 'aJ ".: 4vas .., .. I ^pa y C Xl et r Q uy i t'4 s9' T p 3 �l «Vn It GUI+-::�dZ p4' re a u Nrn I z eft t� # ! }� _5 — �` i ' : t " ,iy tI� �xi`[,eni• '.� `rp� t ;y y �y(,Y i3`•• 2iy « �► ` I4 1-iXg^ j. � '•N �i $?xa laC= l xVw < yL� I -L l� yy ".3' O p iSe .. a>rL y� Sw jC�.. �r.3ru) s��'+��+ a 2: ¢ � - i ZZ 4V >r ty .CSC fir. i X`� 3ZS .LS l� Z `�!`,-i.,7 '#"i3 �Lf•�r C Yr lg. O 3': i' zt 'z > aXtu itc'�,.. .� - _ c ` i:-.5 -t zap . „?. - :51 : I g I ;Z • iX;:�j=*"=°x ;� 44'�y? e5S 4 2•.s-iod._, l!J ` F. '."}-_2 aka. �•• -�-r : ! " •€k 7. =1.4tiv'fZi. . : r- -5•:•:-..5 ! R',..: 5-;(••'.v..:::a* \..yam- N.Y q s N LJ7 .:TR,7 -. t 1 4\o Mb / --- 9%2" / DUAL PORT AERATOR-+, WATERTIGHT 1 LID VENT(typ) `� RISERS(TYP) \ �r� `l i _______,,„ \ v ...36'MAX. 1'PVC(T`P) i "0 112'PVC AIRLINE MASTIC n Y COUPLING t &REDUCER I— j 6' I • 2'TEE �- I -1'PVC SLUDGE , 12" RETURN LINE 2'PVC J `J I I \ _ I I I I ' TRASH CHAMBER I DIGESTER CHAMBER CLARIFIER OPERATING CAPACITY:417 GALLONS OPERATING CAPACITY:421 GALLONS CHAMBER FL000 CAPACITY:490 GALLONS FLOOD CAPACITY:494 GALLONS 160 GALLONS ` FLOOD:I 191 GAL. \\6s . 58' 50" . e rt 1•xlrr ' /i TEE I 0 ° oo °• APPROVED• • FEB 15 2024 I DIFFUSER BARS{2)MASON COUNTY ENVIRONMENI9L NFa ,y, O PARALELTOTANK WALL r l \ RET / SLUDGE RETURN j �j 1.5'TAPER -if-f SIDE VIEW 1.4 ti STONE-FREE NATIVE SOIL OR COMPACTED SAND OVER STONY SOIL INSTALLATION INSTRUCTIONS 1)Excavate tank hole with vertical walls to 1 foot larger than tank on all sides. 2)If bottom of hole is stony,install 3"of compact sand&level y — 9'-2' --'i' out with screed. —— -— ——— . 3)Install tank in center of hole,keeping 1 ft-void space on I all sides. I 24'RISERS&YP) 24'BLOWER i SING CAST 4)As tank is filling with water,fill in void space with compact ! �I r ` NTOPOFLr I granular(sandy)soil free of large dumps of day. I ;1 \ I 1 5)Install rest of system,&affix risers to adapters with 1 ,! 1 waterproof adhesive. [ I I I 3 4,81 • 6)Perform watertightness test in field as required by local I I 1 jurisdiction. 2'RISER 7)Upon approval to backfill,carefully backfill with native I I soils over top of tank. i TRASH CHAMBER I DIGESTER I!CLABteEsl 8)Final grade the surface to avoid chaneiling surface L ___J water toward tank. _NT, TOP VIEW 2.8R AEROBIC TREATMENT TANK DETAIL FOR ,= NuWATER BNR-500 TREATMENT UNIT 1 `' ENVIRO-FLO, INC. REVISED: 3/01/12 `� e Wastewater Treatment Technologies ,.....:,.3 P.O.BOX 321161,Flowood,MS 39232 SCALE. (877)836-8476 (601)845-4716 fax 1 rr = 1.4 ft. www.enviro-flo.net 84to ri-------- ; �� ....:, isit''' NuikAraltr ✓ cd Trescst n-.o rat SYstcrm BY Envis lnc Pi°,..\. • 1 -\ p. © i J Q:}---) . ril . -,..,... Z� �, 4111(�r �s I 1�• El „„,...... , : I ..,.... i •�j•1; • WO :!.....A.4,6 ?‘--.8.. ir,,,,,... •it ...Q5).v, 31P.••••,..",,,itroi ,...,,, : 7,,--ig ® , Lrl ,_.....cc 40, v<2 0 iir, I /-° �:1I0 S iy ,) "' rt /"....--* [1 01 400, t 4. I PARTS LIST NuWater NR Assembly Diagram I e 414 A.DUAL PORT AERATOR M.POLY DIFFUSER BAR(2) B.31r RUBBER 9C°WI CLAMPS(2) N.1"PVC(2'uT SECTION) C.3/8-BARBED ADAPTOR X 1/2"NPT(2) O.1"SLIP CAP N^� • {p D.1/2"SUP X 1/2"NPT ADAPTOR P 1/8"CLEAR PVC HOSE(OPTIONAL 5; ^O A E.1'STREET X 1/2"NPT BUSHING(3) O.1/2 PVC PIPE(BY INSTALLER) •/ \ R.t"PVC PIPE(BY[NSTALLER , f F. 1t2'90°ELBOW(3) �/ FEB at .J %,3t, G.1"X 1"X 1/2'TEE S.7'PVC PIPE(BY iNSTALLEf'"/4Sph/ . // 15 20' .. Olk H.1"90°ELBOW(3) T.1/8"BARBED ADAPTOR TO 1/4"NPT S(2(T1UNT}' _ :.T X 1"BUSHING U.1/2"STREET X 114'NPT BUSHING(2) R��pNRfNrq� J 2"SANITARY TEE V 1/2"PVC COUPLER(2). X.1"PVC CROSS W 2"COUPLER(BY INSTALLER; L.1"COUPLER(BY INSTALLER) Revised 2/25/12 9 6/1 1D avto a Sefitic 2)eo{ign4 2 NuWater BNR Pretreatment r �'' ;�� .51 INSTALLATION & MAINTENANCE '• N�r 5100349 , ti` Pressure Distribution Systems PAUTA JOY JOHNSON.'. ExPi TOWN- 1. Install Laterals with contour of the ground. 2. Install trench bottoms level. 3. Install locator tape or rebar at each end of all drainfield laterals. 4. Install observation ports as indicated on the plot plan. One required at distal end of each lateral in drainfield with bottom extending to the drainrock/native soil interface. Glue "T"to bottom so Observation Port cannot be easily removed from ground. Install removable cap on top of port at final grade level. 5. Install drainfield during dry weather and soil conditions; any soil smearing must be eliminated by hand raking. 6. Install threaded clean-outs at the end of all laterals (cap must extend to within six inches of finished grade and be marked with locator tape or rebar). 7. Install audio/visnal high water level alarm. Redundant off switch not required. 8. Install check valve in pump outlet line to prevent system from draining back into the pump chamber. 9. Tee to Tee construction between laterals and manifold with orifices oriented at 6 o'clock. Install laterals to the manifold with the orifices at 12 o'clock, (do not glue), after pressure test and Environmental Health Dept. approval,turn orifices down (6 o'clock) and glue laterals to manifold. Orifice shields may be used with orifices in the 12 o'clock position in lieu of turning the orifices down to the 6 o'clock position. 10. Filter fabric required over drain rock prior to back filling. If the drain rock extends above natural grade, run the filter fabric at least 2 inches down the trench wall. 11. Encase all water lines within 10' of drainfield and under any driveway/parking areas. 12. Divert all storm water runoff away from on-site sewage system. 13. No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge of the drainfield and reserve area. 14.No vehicular traffic over drainfield area. 15. Inspect floats, clean filters,and test high water level alarm every 6-12 months as needed. 16. All materials and workmanship must meet County and State regulations. 17. Deviation from this design without prior approval from the Designer and Mason County Environmental Health Department will make this design null and void. 18. All manhole lids and access, sampling or inspection ports must have locking covers and be located at ground level. 19.All pressure systems with a pump chamber outlet higher than the drainfield must have a 1/8"hole drilled in the discharge pipe above the pump to prevent siphoning. 20. All transport lines under driveways or parking areas must be encased to prevent crushing. 21. Homeowner is responsible for all property lines. 22. Please Note: When you begin using your septic system, contact your septic installer to discuss setting up a schedule for yoor�uired Operation&Maintenance on your NuWater pretreatment system. PROVED FEB 15 2024 MASON COUNTY ENVIRONMENTAL HEALTH RET 1o1'o