Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SWG2022-00571 - SWG Application / Design - 11/10/2022
cc. ti MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 BELFAIR: 360-275-4467,EXT 400 f� s Public Health & Human Services ELMA:360-482-5269, EXT400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2022-00571 APPLICANT KILLMAN BRAD T & SHAWNA L Phone: Address: 2620 36TH AVENUE SE OLYMPIA, WA 98501 OWNER KILLMAN BRAD T & SHAWNA L Phone: Address: 2620 36TH AVENUE SE OLYMPIA, WA 98501 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION, WA 98592 SEPTIC INSTALLER Aaron Shumaker-septic installer Phone: 360-509-1222 Address: PO BOX 3378 BELFAIR, WA 98528 Site Address: 2820 NE TAHUYA BLACKSMITH RD Primary Parcel Number: 223195000062 Permit Description: New 2bd ATU to subsurface drip with waivers Permit Submitted Date: 11/10/2022 Permit Issued Date: 03/08/2023 Issued By: Rhonda Thompson Current Permit Fees Paid: $660.00 (additional fees may be required upon installation of system). Permit Expiration Date: 12/09/2025 (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. r MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 400 SHELTON:360 427-9670,EXT irAtBELFAIR: 360-275-4467,EXT 400 ice Public Health & Human Services ELMA:360-482-5269,EXT400 FAX:360-427-7787 7 Waterproof surface barrier must be applied to concrete tank consistent with Manual of Concrete Practice ACI 515.1R. Flexible rubber boots or compression seals meeting ASTM C 1644, or flexible couplings meeting ASTM C 1173 used for inlet and outlet connections to provide flexibility in case of tank settlement while still maintaining a watertight seal. An approved double-wall fiberglass tank may be used in lieu of a concrete tank. Concrete tank tested for water-tightness consistent with ASTM C 1227. Fiberglass tank tested for water-tightness consistent with IAPMO/ANSI Z1000-2007. 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-. MASON COUNTY 1 I• 16 4.22, c cn - f !lP COMMUNITY SERVICES AM. . 1RECEIVE 03 CO • Public Health;Community Health4Environmental Heal;t; SWG 360.a26thW oLa00oon.WA95:4 exc.aOU 201� — 1 2 4:5 R.6N Ayer:-$helmn,WA 995aS O Z di ON-SITE SEWAGE SYSTEM APPLICATION m n APPLICANT m Brad & Shawna Killman (360) 359-5085 o z o MAILING ADDRESS-STREET CITY.STATE.ZIP CODE WA 98501 CD co 2620 36th Avenue SE Olympia, SITE ADDRESS.STREET CITr,ZIP CODE SU a, WA 98588 N 2820 NE Tahuya-Blacksmith Rd Tahuya, NAME OF DESIGNER PHONE E3 I N (360) 898-2255 0 Arrow Septic Designs, Incco PRONE D I NAME OF INSTALLER 360 509-1222 < I Shumaker Construction (360) � -� PERMIT TYPE(select one) � DRINKINGI WATER SOURCE pQ;RESIDENTIAL OSS DJCOMMUNITY OSS COMMERCIAL OSS it0._PRIVATE INDIVIDUAL WELL 5 PRIVATE TWO-PARTY WELL Z I CO PUBLIC WATER SYSTEM I ?YFE OF WORK(select one/ I (n E NEW CONSTRUCTION/UPGRADES REPAIR I REPLACEMENT OTHER DETAILS Iseloct allthatapplyt 0 TABLE IX REPAIR 0 SURFACING SEWAGE 0 EXISTING FAILURE SHORELNE SUBMITTALS � ( O R. LOT SIZE `DESIGN FORM(REQUIRED) lif SEPTIC DESIGN(REQUIRED) BEDROOMS 2 .43 Acre I- WAIVER(S)(IFAPPLICABLE) 7 I O DIRECTIONS TO SITE AND SITE CONDITIONS.(ex.locked pate) Take Highway 3 to Belfair.Turn left onto WA-300 after Dairy Queen. Continue straight onto NE North Shore Rd. O Turn right onto NE Belfair Tahuya Rd. Turn right onto NE Haven Way. Turn right onto NE Mountain View Dr. Continue straight onto NE Tahuya Blacksmith Rd. On the left"2820 "will be written on a white sign on a tree. O O Approach drain field area from the road at the top. I O 0) NI N.)SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS, OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAILURE SOURCE(tor reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER: COMMENTS/CONDITIONS INSPECTOR SOIL LOGS — 3$0.\-\(\ h��� c-_,No 0. 7 \JL ) � CI 21-. b 1 Nov 1 u 2022 11!!I By 0111.° --�"' ;,'NSTA6WLOE REPORT SOIL CODES: REQUIRED FOR FINAL APPROVAL. J v=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS AREQUIREDNOR FINALA/ISSUED. DATE INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE c<-,\NAryilth (L 9I tZ \-t i 117 S ` 3ta)? . THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/712015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 3 1 9 — 5 0 — 0 0 0 6 2 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 '1 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. :14axrmuum paper size. I I V 1 ,��; ::, _,•. - �.'•! s�;.:A' NTiF1CATION Y Permit Number: SWG 2022-00571 Designer's Name: Arrow Septic Designs, Inc Brad&Shawna Killman Designer's Phone Number: (360)898-2255 Applicant's Name: _. 2620 36th Ave SE Designer's Address: 171 E Vuecrest Ave Mailing Address: — Olympia WA 98501 Union WA 98592 City State Zip City Zip �; ,, : �'ARARS .-_,..._ _ .. _ __. ? - ._>_ _� State s� . Treatment Device 0 Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter.Type: NuWater BNR-500 Other: 500 gal pre-trash tank RfAerobic Unit Make/Model ❑ Disinfection Unit Make Model Drainfield Type 0 Gravity lif Pressure 0 Trench 0 Bed RI Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class Netafim Drip Daily Flow:Operating Capacity 180 apd Length 100 ft Daily Flow: Design Flow 240 apd Diameter 0.66 in Septic Tank Capacity(working) NuWater BNR-500 teal. Number 3 Receiving Soil Type(1-6) 3 Separation 1 ft Receiving Soil Appl. Rate 0.8 gpd/ft` Orifices Required Primary Area 300 ft` Total Number of Orifices 300 Designed Primary Area 300 ft2 Diameter .42 gal/hr emitter in Designed Reserve Area 450+ ft2 Spacing 12 in Trench/Bed Width - ft Manifold Trench/Bed Length 300 ft Schedule/Class 40 Elevation Measurements Length header ft Original Drainfield Area Slope 20 % Diameter 1 in New Slope,If Altered 20 ajo Preferred manifold configuration used? RfYes 0 No Depth of Excavation Up-slope 6 in Transport Pipe from Original Grade Down-slope 6 in Schedule'Class 40 Designed Vertical Separation 24+ in Length 150 ft Gravelless Chambers Required? 0 Yes FFi No 0 Optional Diameter 1 in Pump Required? g Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses.'day 12 Diff.in Elevation Between Pump& Uppermost Orifice 40 ft Dose quantity 20 sal Drainfield Squirt Height'Selected Residual (head) - ft Chamber Capacity(flood) 1,000 gal Uppermost Orifice g Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity(a Total Pressure Head 6.9 gpm I 'Timer GiElapse Meter l2r Event Counter Calculated Total Pressure Head 171.2 ft If Timer: Pump on 9.52 minutes ,pump off 1.84 hours Comments 16 21 DESIGN FORM—PAGE TWO Assessor's Parcel Number: 2 2 3 1 9 — 5 0 -- 0 0 0 6 2 Permit Number: SWG 2022-00571 DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch g Test hole locations Z Drainfield orientation and layout Reference depth from original grade: 66 Soil logs g Trench/bed dimensions and g Septic tank g Property lines critical distances within layout [Z. Drainfield cover lil Existing and proposed wells Z D-BoxiValve box locations Reference depth from original grade within 100 ft of property g Septic tank/pump chamber and restrictive strata: 0 Measurements to cuts.banks.and locations [ ' Laterals, trench/bed,top and surface water and critical areas 6d Observation port location bottom ❑ Location and orientation of Eg Clean-out location 0 Curtain drain collector curtain drain and all absorption i Manifold placement 0 Sand augmentation components g Orifice placement Other cross-section detail: Location and dimension of g Lateral placement with distance ' Observation ports/clean-outs primary system and reserve area to edge of bed g Other Information 0 Buildings EZi Audible/visual .''•'i1 - % ced Yes No 66 Direction of slope indicator s Cl 0 Design staked out a. Scale of dra ,r._• r,.k n•- ale g Waterlines bar �, . .. O 0 g Recorded Notices attached lii Roads,easements. driveways, r' .,,, : '� ❑ Waiver(s) attached parking y/ ; "' -4,k t� 0 Pump curve attached `.` �❑ g Evaluation of failure g North arrow and scale drawing '•�h shown on scale bar .=;�• 510 349 .4.1, .4' Non-residential justification et.....uttP AULA JOY JOHNSON ':': ❑ &1 Waste strength I' 1". e _ ,,, EXPtaEs i ❑ Tf Flow DESIGN APPROVAL The undersigned designer must ben 'fled by insta er at time of installation gYes CINo -� � 1 C (�C-0 ?.,-1--7.-2:1 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: LO/k -- /C8/ ?----S Environmental Health S ecialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved" by Mason County Public Health. ( 1(Lj ✓ 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: 12/7/2015 ; n 11 -, ." • I i • ..eg_i...C3,..-. ',. Pi -------------7--"--"---':—"--.-" ;.5., ••• , ..P4,k, r ''' t;_t .L_---•--)-.5-4A-- _. i -o og f \ -N4L4-1---1------4-12.1* .....- --- v 9 ,.., c, 3 P 0. I %re, . OF '71 • 15t „t: 0 ti s L.--C,...eit L..1 -..) ___...-- ... --- ...-- SI. =A: i e-s • Ir.\ ikes.e..-icz"s"4"%-'t 1111 , , •,, .y.p, ------%7 Key: ...a... ...... aff;4 eAsDigi , / et. I . .-e:,\,.' 0 Audio-Visual Alarm i •••••• ‘ 3 i. .7,. ..,. . 1 •, IA' / Cleanout : / i 0 500 Gallon Pre-Trash Tank i„... --------------4 r i 0 NuWater BNR-500 Pretreatment Ta ',rot, cej• .. 0 1,000 Gallon Pump Chamber St, i 4.-,4 "1- "is fs. I 0 Subsurface Drip System Headworl, c C11,-13 ,Z.4,0' fr.e&v1 _v _ 0_ ao Iv' .....1••./ 1 1,• ,.^t• :. N (•,...It•-tytliV-Cen i;s....e) -77---/— ------ ,.--1 . , • ; -\..._ 2.' -s-vvvv. i -fa-,TL.4; 61.4r:-7't e-c • -••C.,•ssal*,-;‘.--'S 1. -1-- (5e*-4-;b4- . I NA. N*1 "%.•Q 2.i..a.:1- -.-......... , • `it \•:•-e...a••••••••••C..." - L'‘.-1" 14.1-'s • °ID I N...i..... ,.." " &\-Att" UJN.A....- 4,- ,—..66.- e .... ,y,, ..,, T APPROVED MAR - ,k4e--.A, . -....?,. , •...„,, 4...., MAR 08 2023 ._,A,• -..0.:-., ..._, .... 5,-00349 ., ..,..,:i.. PAULA JOY JOHNSON...:rN MASON COUNTY ENVIRONMENTAL HEALTH •c• r k:cs: RET • . ZDU-i . • 7 w n a E emj O x F Y"G +•, O«N b b N O N O 0 O <0 N p 0 0a 6 8 8 0 0 O -O O AO G «N m O O�A -n-O OOJN � o 7,152W14 G 1§ § ' n R ,- A " g N Q V t0 O a u c a a= 0 o a c m m-i u .-. o C E o;2 m o > o C m -D m V f i m E f c a c W m a_= E o�v_ ._ S"76 H O C m c m 5F«.� v c o n nm a m m �EC22 c o c C(2:72G1 O m o n c -- o D o m a o o Ca m 2�c-2 92 m 10O m i0 a �-` � omo � .P � N NNN c mC9 �m c2nn �y'ocmoo x=a �oa 322E � pmp��onc E . .0 P m'pc o ga y � 2 amCC�Q `o� E � rmm amcwc m 'pp� mmfE O. ,1 n e O CZ O 5 g m No a 0 C L N O> m O LL y C' m O N O m O 3 C v� 5 oo _ a a m m m m n 181 m e gY.S mmW m m 3 m ov me i m 6fm m E E a m . a c � J LLN u� -5 "n_ aaae,� £ a `O a' LLma m +c 3 c l i L a s 2¢o E m o a m 2 °a 4 T n 3 a m m m W I n , c CD .5 m cw ppma m >$o .1 m=12o Erbo N - - 'J Om x E$ C a " 0 0 0 0 Nam. C V 22.a 0. (n m c C 2 c c N C1 m C m m 7 u -oioag= m m� m� � n E � o aE cN--omf L c m oam �zam Ec owm a u m EZc a 3 .0 c m p`o o E E E '"LL E 0 W nc W £ ._ m m E G c n o J J J W S 0 O._ 5 c a E « cc E C 0 $E J ELL P o as = 6 c m <2 Z z o i 8� d o � n >J my g m o C m 0S m o w` 0 m o o E O E 0 4 �� a0 E m 1 Ev2 2 m c� .O. > - m `o 2 E z E J n o 17) ,.2.s. a - J E o o c o c 0> m = C osa i�€ J - O � az a ¢ E E E� =1 L•v10a �� Nc2o� m= ~ m > m == =7: ao �_ 0 3zm E Smz ._ V00c0 Em SnC, = mg-2 7w m o E 3P,r - < �� ` -moo- mno �Nc`o o n m aom� c r mm m ` a r E Sz Ptgcoa O O c `o Ug.� m Noc �� JJac m a cm � 7 mo m= re = 6 a U rs $cn o = (a 15 E a 3 u o_"t'`o' C = i. G oCC: a K m o a c E'v¢ r tmi 0 0 Y J 9 O p U G N a 2 6 .. 0_ O 0_ C� O a LL O m ' m =V J O M 0 ti E LT 3 m o m`O Q 2 _:tEhE,O ..O U 0 E as ma n p - Nm U 0 .G £ m-,2 > m U J 0 e V t2B2tZa 0 m a U 2, m LLa� m C a m Oscg ; sup$ CO vm 3 J_- 4 S.74g . g.-2.1; 0 I ©ID a� ap : � r9 . g...: :� APPROVED ' ' ���► � o -o~"mm= MAR 08 2023 ley .`-.•vi` =°Q c o E em E c ,,,... .e.2. .+ O c MASON COUNTY ENVIRONMENTAL HEALTH c� '� RET 12 `r. a r _• :J c o nI a, € a r d C Q E�3 O L. e N 0•N O t 'm9 I 44 N W m $ _ m N H a N C L G 0 G m 0 C 9 , m G ,` m O 2 m a fq n m m c _ m m o L u N v0 CD i Noc ° o $ m ao' Oo oo o 2 , c'a : c c a m a moQ 0O c m mm a m nc 2 . 024 u 0`o 4 L. _ 3 a 3 cn 55t x c a z 2 r 2 H c 'o o a c + aa 0 m m o m o pm cm 4 c_ 2 c m m 9 y L 6 ® ^ N E j C Sm. C H -0 (Ti .d 4_ p �cc ww,, W a a a N a $ $ a m T L m i W ... O n O S c o =_ m m v a E O J J _ am Jo- n c E m 0 N E y = a o o S 3 - o O3moP 5 . •O - C7 3 E m t m2 c o "n •M �: W o ? mp c "' o n i. W N a c m m J r N 2 ETiao m o 3 o to m U n Q s S F U o N EePc3 JIS' o s' o «- m = r O « o m A W di Ilmzsc , vcj m n Z o m o p T T. ; c m 2- o o ;A E c o 6 a o ., m O r o 0 = a N c E .. E e 'g o a " Cie g zawr_ c,•. zeg5o 10it.274t F c af8$ 4VfU a EG0 3st2� Subsurface Drip System Calculations&Specifications Brad Killman Parcel#22319-50-00062 2820 NE Tahuya-Blacksmith Rd Tahuya,WA 98588 Number of Bedrooms 2.00 Length of Supply lines stem) 180.00 From Header(loop sy Operating Flow lat# ft. Design Flow 240.00 2 3.00 1 supply 7 Soil Type 0 80 2 supply Soil Ap. Rate 3 supply 12 Required Square Footage 300.00 Designed Square Footage 300.00 3 1 return 2 return 8 Lateral Length (looped) 100.00 ft. 13 Number of Laterals (looped) 3.00 ea 3 return 1.00 ft. Dripline Spacing 1.00 ft. Emitter Spacing Lat total 45 5 Dripline Length Required 300.00 I.f. Header Transport 150 Dripline Length Designed 300.00 I.f. 50 1 Return Emitters Required 300.00 ea. 50 Emitters Designed 300.00 ea. Total Emitter Flow Rate 0.42 gal/hr each emitter ... Design Flow Rate(#emitters x .42) 126.00 gal/hr. - t Flow Rate(gal/hr/60 min) 2.10 gpm Minimum Doses/Day 12.00 el r °�74 '�, On Time(total per day) 114.29 min/day l �" / .(.:j�l - .:,t, 9.52 min/dose . 51C0349 On Time (per Dose) YZ' PauLA JO'(JO.,nsor: � i. Off Time between doses 1.84 hours' r:N.: ExPIRES 11i1W>- APPROVED MAR 0 8 2023 MASON COUNTY ENVIRONMENTAL HEALTH RET 46 2-1 • Distribution Drainfidd with SuPPW&R Manifolds . Subsurface Drip vow- 1/44 .c-i � , 5eo eo .0. \Tczva- see 94-44 -rerAL .. / A....x../1/4,C.t•JA.A00%. .........a •' L,aOP Cs �^ . i 11, ..,,,,T _________ T C� > !tl@ 12 0 ,c, L" .'a, u. O Li x 2•5 F k" 2.5` x ( 3.) i OD t 1-oars Feekee•Limos IPti \it AI dp 1 '�' PAULA JOY JOHNSON ' ,t v , RES o -CO - ScstS . : l"_ (o GO l S Lc v • APPROVEDo zmre•,v_prieAgg. tic C_ �- - MAR 0 8 2023 MASON COUNTY ENVIRONMENTAL HEALTH RET Notes: • instal Dripper lines as level as possible across the contour grade • Divert ail surface water away from the drainfield area • Air/Vacuum Relief Valves are to be installed at highest point in drainfreld 5rS*21 Subsurface Drip Systems-Recommended Standards and Guidance Effective Date: July 1,2007 Figure 4. Looped Drip Distribution Field with Supply and Return Manifolds DRAINFIrLD SECTION NTS T OR PiR (SEE -\ DETAIL SNEETVEi7> HUNK, Or 5V l.r FLUOR RET TEEM LN S TO cox » RETURN4 TOP OF SLOPE yams PER 2a1E WAN I RETURN ptAcE mu/woos gl APPNONED YAWL MON 1 litiiiI I tons Mg - . ' - " la- IX*LOCVC me O/ J - _ . __ . - • - - - _ RT _� . : .— - {{ — _ . - _ _ : - 1/r PVC SIC• •o _ • '•• - - - - - - - - - . w oscvs -1 -- . -_ _ . - - - - - lb iih 11 Of1 n-DFOPPER /.,/ \\ ' • • PIAN. . L DENIES span cowman amenJ # LE+C w vrRiLS 'EA (TYPICAL GO<ICIE7 \ TRENCH E7�AYAT ION APPROVED LOOPED DISTRIBOION FIELD SSE$ WS MAR 0 8 2023 MASON COUNTY ENVIRONMENTAL HEALTH 1) R*STAL. DRIPPER LINES (AS CLOSE AS POSSIBLE) LEVEL WITH GRADE CONTOURS. RET 2) INSTALL BERMS OR SWELLS IC DIVERT STORM WATER RUN—Of'. DOH Publication#337-015 Page 37 of 52 • ' IN -S2.-- , ._. 1 i . Fitter • I SOW zinc I-17 GPM 1"Filter ; Maga=paw= 140•Fi I • 5-25 GEM • SiesiasscElasa - 24-8‘41-22- Saw=IF 1 Pk:am • • sz cain. %also=pcco,== 1401,4 1 . .! leactin 8 6:16' lii*Avorfacetaes ROI wi.ia. 1 • I TIrmitis 95/e Rikaitglobax: 5..80;t.'irc ; .8 kw. 871e 1 i Vale= Ice* .. ... baencgt and . -.-.• 6. 2.4 la I i lirese= - ifoxix2= 3de mak i Didrucel3ceween end 218mksw 2-5A45-9XX castaccimc 67tsf t I Iliczkaactaxga= I':ark I 1111e8bersibrkkge i Mod --- 2sAft6-.VCC lio&INtim6= 15M7405C I i Netafan Tech Filter Charts. • .•'•.".._--„E.-.i xt"•.e,.''.r'.-.-...-.../i-.s-."•.',.,..---.,"_.,...,./••.-.'-...-•-.'.„..4,.-••••,••'---•:--...-.,".....,-,„.,•.--,....-•.---.-.-.-----_,•--e.••.„--,..-j;'--.--.---..3".,--..-.,-.-•.;. ..--...•..."...-..-....2-..--•'.3.-.,..•.••„-••-•-•..c•--•.-•_•-•;•--•_..-••.,•'---•'••,•--.•••.-.•'.•.--•'-.-.-•.-,.—..-..l.'.••.-•-•••a-'.---...•%-•...•-,_•-.,•..-i„-....t•...-.•-?.-2-..•.-.,-.-"--'.•e,-".....<..(._.>...-..-.••-•.',:•.-.•..•-:..-P.....•...C.•.r.---".-e..-.-u-.„:s,,-s.-s„--t---eu•-.-.-.-„r..e--X,--.--•-.--".--..._*".„„-.-..•..-.„,.-........./..„,.„.-,.-.,.-..-,•.•s-.-<-,••.-.-\.v--..--_.--.,„-..---..--.--„.-..--•---.„••-•-.•.•-.'..-,..,,„.••..." • •• • • , . _ . - • . _ • _.• •, - - - --" -- -: - - .--. .•-•...,-.."...•'•..„,-.•...'...•-..„.,.•'....,..•.">.-.-,.,'.•.."..,•,-.,-,,,•-•,'-•..i-'I-.,-........./..„__-...,.....• - ...-•....•..'...•-...-.--••..',..-".,.- .....,...s.-.-., ...„....- .-./..-.,> - • / " . ' . "/ -' >>> ‹ . . "-. .' 3Layersof - 1 B , --.-- -• - MFatC 7 <; / , Vave • — - ( tend6 " 7/ -1 .-,.• . „ Past Rr --/. > -- --'- „--- -- . , --- e , " - - I — -_ - ' - .--„.-. •-...,-.•. ••..•, L... . t s. ! //T'o Tarik.1.1t:71.-- 1 /.--r for \•• Frorn Field • i r-s\ • ;. I • ; ., • • -, ? , -....--,„.... ,...„.. ....,„„....., . . ___,4 , .... ....--, ....- ...., .•••• , ,..• , ,• -1 -- -- ---1-'..----....-;---•:>__. -• -.,,----3/4`T Mester Metier for .; ,`, .--- --- ..---• 7. 1 ''... •'.,./...,,'i›.• .. .''''s ,'".,•./ ...‹...,:„.......„.‹. -Reclaimed Water------ '.1‘1,----....,--;;„--1 ! -"•------" .... -• ....-- i '...,,.....'„or.. .•';,,f.•,..' ..„............,...''.".'..<;'..r'''',....173:M.:7 ' , I". la LIMIZINI ;1 To Red • I t\.,,L.,, •.. .. .—mi _ IMO i ..--•:„..-1 „..,' t'..„..-• -• • ,.• .•1.1- ..--' ....,--:„..-. ' ...-: .„...-__„...,.„. ,, „.. ..'••••:ls..,.._ _____..... , . . , ... .• ..,. ...--„„...i ,i...,-••:„..........„-- -..".......4...T.'.'1 •••.' :••'''',.........."'..... ...•. a • t 1 . ,,• .• ..."......•,....,;, ...‹....gi`,.,*.k.,..' • 0-100 PSI----,a. ./?• ..• •- •-•..-• ,•-•' ,.--,....--*; ,..- „•>.- , .„. ,„. ?%.,„.44-.,, .1., •"•Pieielitre-',...•-•;.7" " :-7., ...„.••• -• .-- .--,....-•_.---,,g f .••• • • . . "-----II ' -% zi.-:;?.: •...--'....---_,..-• -7Gatsge •-•.--•„...-- -....2.:.-. 1.---<:1°Urtibil----„:---....----1 f- •- • .•-"" .,. . •-• '.•... ,-4- • .f!-•"--...--'" .-:„..---- -...----,.---;:,`,-- ---;.,--":.•>,. '..------- - "--.---: -------...---'--.' I -• N: •1 • .."..•/. • . ..""*. •"...../-• .... ..." ....• ......e' (..':'••••'''....''.•/....,".\\.>''`1'''''''-•'..‹....' .•'' \r:r*.. t ...‘• .••,• ...,.• ,%L../...,...,":„.•••.. :.,_. 0.•• • • --.---..---...AS\ ...,..,• ..•• ..... i, r"--------• . • •----- ,- 1,e, h. .. „ _ . „ ,. , ... . - ..k. •./ --. -• ,• .- .--.- -----,..-7.,(--„---_----„-- ..- -- ---:,-; --„,.. .-\_.. --„,_ , ---7-,.--,-- \"...- .-- ---•.•• .-• ..•-• ,--'''' •-"-----------.---%...,- ---......"--,...%-",....---_,,.. -.2N.' r,.... •-2'-------1----:,:•-•-_,..--\--3.`Tech Filter-:.----..>:' .,..5:,--z,....--1,-•.„.•_-- --;• • •- - -,--- ------------,---•-•-' -"-•-•'-•--•-------------"-- ..,-"----24*Diameter -- ----„----_,---:,--,„' - •'''-, --->-• •-•------------"---:---,-- -• -" • --...--• •• •'---• ---------...2- -----------* --••-••• • - - „..-------:.---- ---- -• Ribbed Riser - - -.•••• • •• . •• ---• ..---.,..-e• ..„,,• „• _. . .• . „.•„...•„.--,fze...___•••-:.•-_,..--„...-„„•____.......,,,f••• ,.......-.." .....-•••...., ..., .• ..• . , / • •' ••• ''•- •••••• ..."•••••-:..,"......^•-• .••••••-..7.."-••---'•''''••••. .••"** ....-••'....,... .•••••'...."•• ...% .-• • .. ...'. •••'.••••"?. •••••. •. • • •' "e •-••. ..."....--,-..' -•••...„../ • •• •' . • ,..'-' .••••'•.../•-•' ...-...../.• ."• .., 1 HD Fowler Continuous Flush Headworks I 1 The main components of the b.earIworks are: APPROVED • 1”Tech Filter MASON COUNMTYARENDVIBRON2m02E3m.AL i ( • 1 . „ • Three pressure ga.uges HEALTH RET 3 • —1 ec-2-1 uicbmee Substaface Recommended Standards and Gs2007 Figure 7. Air/Vacuum Relief Valve in Valve Boa with Gravel Sump - -- •_------ VA VE= A 1 Hare VALYEONTIOT SE ARIOCUUMI Asp 1 \ AIR WWII RIS.EF I • 1111I Trim ca�rf lit PVe ooua+l+ci Ti _ t, LS. THREE BRIX __7_1- ._____.._r___. ..iiiii;:;,1114;,,.: . .., PEA GROOM SUMP I . r \ PVCpmNCFrrta+o 11241,-WkNveLSL Cp.r• 8-vtf,Ua. 0.1.-^ik. i22--*\iat'N' \r k)P-4 4-9•r- \1•4 A".7.`' 'G5 4 1%-) ' ' C_2") 'rC.4 C L L APPROVED • MAR 0 8 2023 MASON COUNTY ENVIRONMENTAL HEALTH RET DOH Publication#337-015 Page 39of52 f8-,i,Zl • i 0 H D Fowler Company Continuous Hush Headwor Quality Performance, Long-Life and Reliable Onsite Effluent Control Applications: • Onsite wastewater drip dispersal systems 1 • Reuse applications including municipally treated effluent designated for irrigation and other disinfected and non-disinfected waterAt 4 sources T - • In a treatment system such as an intermittent sand filter or mound system 0 Rainwater harvesting systems . • Greywater systems • Wherever effective removal of debris is required • Typically installed downstream of treatment . 4 process when used with onsite effluent • Can be used with domestic strength septic tank effluent with proper design and The PUHEADWORKS4 Comes operation Standard in a 24"Riser Features & Benefits: • Continuous forward flushing of dripperline keeps piping networks clear of debris • Ready-to-install for ease of installation • Comes standard in a 24" riser APPROVE D • Simply attach system piping to headworks • Can be used with demand or timed dosing MAR 8 2023 • No electrical components to wire • Compact size fits in 24" riser MASON COUNTY ENVIRONMENTAL HEALTH • Centralized manual controls make flow setting easy • Manual flow control of flushing velocity allows for infinite setting control RET • All components easily accessible for easy maintenance • Union fittings for easy assembly and disassembly of components • Filter. • Highly effective multiple disc ring design captures and holds more debris than screen filters • Low friction loss keeps system costs down • Rings are easily removed for fast cleaning without the need for scrubbing • Greater holding capacity of the rings vs.screen filters mean less frequent cleaning • Color-coded disc rings make identification of mesh rating fast and easy • Filter ring sets are easily replaced tc meet system mesh/micron requirements • Filter size can be increased to 't"Lone'without repiurnbing • Water Meter. • Designed for reclaimed water for long life • Easy to read dial aeq. z1 Specifications: • Filter. • Mesh: 120 mesh (130 micron) • Filter Body and Cover. Reinforced Polyamide • Disc Rings: Polypropylene • 0-Rings and Seals: Nitrile&EPDM • Clamps, Spring and Bolts: Stainless Steel • Temperature Range:-40°-160°F(-40°-70°C) • Maximum Pressure: 140 psi (9.65 bar) • Meter. • %"x W brass • Analog dial • Gauges: • 0-100 psi range (0-6.9 bar) • 21/s°,glycerin filled Wika pressure gauges • Flow Range:2-20 GPM (7.6-76 liters/minute) • Maximum Pressure: 60 psi (4.1 bar) • Length:24" (61 cm) • Width:24" (61 cm) • Depth: 13" (33 cm) • Inlet/Outlet Pipe&Diameter: 1"Sch40 PVC Application Recommendations: • Wherever automatic flushing of a drip network is desired • Any domestic or commercial application Ordering Information: Model Number Description Flow Range PUHEADWORKS4 Continuous Flush Headworks 2-20 GPM gi r era rs gran, — A. *••• I APPROVED LJf MAR 0 8 2023 MASON COUNTY ENVIRONMENTAL HE 7orate Headquarters RET 13440 S.E.30th.Street Bellevue,WA 98005 Phone: (425)746-8400 Fax(425)641-8885 www.ndfowier.corn l6of21 Netafim Drip/Micro Irrigation Solutions Wastewater Division Bioline® Pressure Compensating Dripline Technical Specifications • Dripper flow rates: 0.4 0.6 or 0.9 GPH • Dripper spacings: Nil 18" or 24" dripper spacings and blank tubing • Pressure compensation range: 7 to 58 psi(stainless steel clamps recommended above 50 psi) • Maximum recommended system pressure: 50 psi • Tubing diameter: 0.66" OD, 0.56" ID • Tubing color: Purple color indicates non-potable • Coil lengths: 500' or 1,000' (Blank tubing in 250') • Recommended filtration: 120 mesh P�R O • Bending radius: 7" MQR ED • UV resistant MASO 0 8 2023 • Tubing material: Linear low-density polyethylene NCOUNryENVIRON RET MENTAL HEALTH EXPLODED VIEW OF BIOUNE DRIPPER Bottom View Top View Large inlet filtration area ;bottom of dripper) Dripper Outlet aospor (top of dripper) Physical barrier separates where water leaves the dripper from Chemical-resistant where it leaves the tubing. molded silicon diaphragm Dripper's Top View Top of dripper{turned over) Turbot et wide ffow path 1 ▪'Z1 ttitpJ netafirr:sa.corgi/wastewa;er/procJc'slad:ne-dripperline-tech 'io DRIPPER FLOW RATE VS. PRESSURE 0.9 oynPH ^ ;Fre 05 0.4 C-�t�P 0 0.3 ILL ;} f 0.2 10 20 50 58 PRESSURE psi) Between O and 7 psi,the dripper functions as a turbulent flow emitter,ensuring that the nominal design flow is not exceeded at system start-up. Bioline Dripper Operation Bioline® dripline drippers are pressure compensating- delivering the water uniformly into the soil for further treatment or for reuse by the landscape. These unique drippers allow the tubing to be installed on flat topography or steep slopes. Bioline drippers are protected against microbial slime. Each dripper is impregnated with an antimicrobial agent to resist biological build-up. Netafim drippers are continuously self-cleaning during operation, not just at the beginning and end of a cycle. The result is dependable, clog-free operation, year after year. APPROVED MAR 0 8 2023 MASON COUNTY ENVIRONMENTAL HEALTH RET Z 21 ?J6 ,ttp//www.netafrmusa.com/wastevater/preduc /aa'r :r D 'i-e-tech Orenco Technical Data Sheet s T E PF-SerieS Submersible Effluent Pumps' 1 -Phase, 60-Hz, 4-inch (100-mm) Applications Features/Specifications Our PF-Series 4-inch(100-mm)Submersible Effluent Pumps are To specify this pump for your installation,require the following: designed to transport screened effluent(with low TSS counts)from • Minimum 24-hour run-dry capability(liquid end)with no deterioration septic tanks or dosing tanks.These pumps are constructed of light- in pump life or performance' weight,corrosion-resistant stainless steel and engineered plastics,and • 1/8-inch(3-mm)bypass orifice to ensure flow recirculation for motor are field-serviceable and repairable with common tools.They're also cooling and to prevent air bind CSA-and UL-certified to U.S.and Canadian safety standards for efflu- • Liquid-end repair kits available for better long-term cost of ownership ent pumps. • TRI-SEAL'floating impeller design on 10,20,and 30 gpm(0.6,1.3, PF-Series pumps are used in a variety of applications,including pressur- and 1.9 Llsec)models;floating stack design on 50 and 75 gpm(3.2 ized drainfields,packed-bed filters,mounds,aerobic units,effluent irri- and 4.7 Lisec)models gation,liquid-only(effluent)sewers,wetlands,lagoons,and more.These • Franklin Electric Super Stainless motor,rated for continuous use and pumps are designed to be used with a Biotube'°'pump vault or after a frequent cycling secondary treatment system. • Type SCOW 600-V motor cable(model PF751512 uses 14 AWG, SJOOW,300-V cord) — Discharge connection ,a ,szo;e,,, » ;_ , 0 Ga; Standard Models See specifications chart on page 2 for a list of standard pumps.For a complete list of available pumps,call Orenco. Product Code Diagram Franklin liquid T 2.01 IT l-1r—I IT _ - end I I cv.CickTighitmlcompatible i Cot le';tr r:;m;` 2tani =i c'si 20 =zo;1 I30 =30!9i 50 =50 '5) 1 Check va+ve: i - Suction connection Stark=no laeTal citeck valve : Ct =internal check.valve' :'stage,nameplate: __ 1. 1' 2 . 230 APPROVE Ir' uenr =singe-phase 60 ri: '!1or ewwe';k4'.`1: 05=!^.h9 i0 37j ^7=?i hp iG.`..E Franklin MAR 08 2823 °_'"°`°7'` 'S=' °"P '`20=2 7p t 1.,r0i 30=a GG t2 24t Super Stainless 5c=S np 11.573) 01 motor MASON COUNTY ENVIRON,MENT}�L H llow.VA r../0. RET t 1p= I0't06) 2C=20;.3t 30.30;1 9? 50=50 3 2) 75=75 t4.7. Purnp PF Series v. p iC.37 kW)only k a:ltle la 10'Om(0.S Used.l 2 hp N.37 kV.""; •Bole.20•1t tvds aft efiilable only Ia;.,.'pe through 114!� Powe•e-by * 0 Franklin Electric c us LR80980 LR2053896 NTD-PO-Pf-1 Orenco Systems®•800-348-9843•+1 541-459-4449•www.orenco.com Rev.to®0Pf-1 Page 1 of 4 OrencO Technical Data Sheet c I t (A Specifications �, N . y E m m o n e- a E �' R aI= O cu cr c t° r E - a)Y a) "C c e m m ai a co - , - c`- c as m a`i vmi = � eC E -11 o rm 0 E g C cC .0 3 n t m o O ca Pump Model c _ a z ' . ' PF100511 9 10(0.6) 0.50(0.37) 1 115 190 12.7 12.7 1 14 in.GP 23.0(660) i 61406) 26(12) 300 PF100511 CV 9 10(0.6) 0.50(0.37) 1 115 120 12.7 127 1've in.GFP 23.0(660) 16;406) 26(12) 300 e PF100512 9 10(0.6) 0.50(0.37) 1 230 240 6.3 6.3 1 14 in.GFP 23.0(660) 16(406) 26(12) 300 s a 1 230 240 8.3 8.3 1 1.:in.GFP 25.9(658) 17(432) 30(14) 300 PF100712`• 10(0.6) 0.75(0.56) 9.69.6 1 A in.GFP 27.9�7G9) 181457) 33(15) 100 PF101012 5'6 9 10(0.6) 1.00(0.75) 1 230 240 PF200511 9 20(1.3) 0.50(0.37) 1 115 120 12.3 12.5 1 1/4 in.GFP 22.3(566) 18(457) 25(11) 300 PF200512 9 20(1.3) 0.50(0.37) 1 230 240 6.4 6.5 1''A in.GFP 22.5(572) 18(457) 26(121 300 -->PF201012°5•9 20(1.3) 1.00(0.75) 1 230 240 10.5 10.5 1 14 in.GFP 28.4 721) 20(508) 33(15) 100 PF201512`5 20(1.3) 1.50(1.11) 1 230 240 12.4 12.5 1'•i in.GFP 34.0(864) 24(610) 41 (19) 100 PF3005119 30(1.9) 0.50(0.37) 1 115 120 11.8 11.8 1 V in.GFP 21.3(541) 2C(508) 28(13) 300 PF300512 9 30(1.9) 0.50(0.37) 1 230 240 6.2 6.2 1 4 in.GFP 21.3(541) 20(508) 25(11) 300 PF300712° 30(1.9) 0.75(0.56) 1 230 240 8.5 8.5 1;i in.GFP 24.8(630) 211(533) 29(13) 10030 PF301012 9 30(1.9) 1.00(0.75) 1 230 240 10.4 10.4 1 14 in.GFP 27.0(686) 22(559) 32(15) PF3015124•5 30(1.9) 1.50(1.11) 1 230 240 12.6 12.6 1 lea in.GFP 32.8(833) 24(610) 40(18) 100 PF302012 5 9'7 30(1.9) 2.00(1.49) 1 230 240 11.0 11 u 1 vd in.SS 35.5(902) 26(660) 44(20) 100 PF303012 5.9.7 9 30(1.9) 3.00(2.23) 1 230 240 16.8 16.8 1 14 in.SS 44.5(1130) 33(838) 54(24) 100 PF305012 5.9-..•' 30(1.9) 5.00(3.73) 1 230 240 25.6 25.8 1 1.4 in.SS 66.5(1689) 53(1346) 82(37) 100 PF500511 9 50(3.2) 0.50(0.37) 1 115 120 12.1 12.1 2 in.SS 20.3(516) 24(610) 27(12) 300 PF500512 9 50(3.2) 0.50(0.37) 1 230 240 6.2 6.2 2 in.SS 20.3(516) 24(610) 27(12) 300 PF500712 9 50(3.2) 0.75(0.56) 1 230 240 8.5 8.5 2 in.SS 23.7(602) 25(635) 31 (14) 300 PF501012 9 50(3.2) 1.00(0.75) 1 230 240 10.1 10.1 2 in.SS 27.0(686) 26(660) 35(16) 100 PF501512` 50(3.2) 1.50(1.11) 1 230 240 12.5 12.6 2 in.SS 32.5(826) 30(762) 41 (19) 100 PF503012 4•5'•° 50(3.2) 3.00(2.23) 1 230 240 17.7 17.7 2 in.SS 43.0(1092) 37(940) 55(25) 100 PF505012 5'6'5'5 50(3.2) 5.00(3.73) 1 230 240 26.2 26.4 2 in.SS 65.4(1661) 55(1397) 64(29) 100 PF751012 9 75(4.7) 1.00(0.75) 1 230 240 9.9 10.0 2 in.SS 27.0(686) 27(686) 34(15) 100 PF751512 75(4.7) 1.50(1.11) 1 230 240 12.1 1 2.3 2 in.SS 33.4(848) 30 1762) 44(20) 100 7 GFP=gWs-filled potypropieene;SS=sl-inie;s steel The 7 r-in.NPT GFP discharge is 2 iS in.octagonal across fiats:try 7 is-in.NPT SS d$Jarge i5 2 18 i7.oCaganat acro$s Pao;and 7'.e 2-in. NPT SS discharge is 2 7,8 in.hexagonal across hats.Discharge is female NPT dreaded,U.S.nominal Size,to accommodate•Orericc dscnnrge nose.a nd valve assemblies.Consult your Orenco GOSUicutor about fittings to connect hose and valve assanmbl/es to metric:wed 3gtr9. 2 Minimum liquid feiei is for single cumos when installed in an Orenco Biotube"Pump Vault or Universal Flow Inducer to otnet applications.minimum liquid ievei snouts be top of pump Comuft Oren=for more intonation. 3 Weight includes carton and 10-ft(3-m)cord. 4 High-pressure discharge assembly required. 5 Do not use cam-lock option(0)on dscharge assemoi. 6 Custom discharge assembly requi:ed for these pumps.Contact Orencr. 7 Capacitor pack(sold separately or installed in a custom control panel,required for tthis pump.Contact Orenco. APPROVED 8 Torque locks are available lot all pumps and are supplied with 3-np and 5-hp pumps. 0 C1ickT,gi;r rm compatible. MAR O 8 ZOZ3 MASON COUNTY ENVIRONMENTAL HEALTH RET NTD-PO-PF 1 Orenco Systems'•800-348-9843•+1 541-459-4449•www.orenco.com Rev.10 0 01121 Page 2 of 4 LcL21 Technical Data Sheet Orenco Materials of Construction Discharge Glass-filled polypropylene or stainless steel Discharge bearing Engineered thermoplastic(PEEK) Diffusers Glass-filled PPO(Noryl GFN3) Impellers Celcon't acetal copolymer on 10-.20-,and 30-gpm models;50-gpm impellers are Noryi GFN3 Intake screen Polypropylene Suction connection Stainless steel Drive shaft 7/16-in.hexagonal stainless steel.300 series Coupling Sintered stainless steel,300 series Shell Stainless steel.300 series Motor Franklin motor exterior constructed of stainless steel.Motor filled with deionized water an, propylene bearing for cod so�coubricaus duty S eg e Hermetically sealed motor housing ensures moisture-free windings.All thrust absorbed by Kingsbury-type g ry-tycethrust phase motors are equipped with surge arrestors for added security.Single-phase motors through 1.5 hp(1.11 kV)have built-in thermal over- load protection,which trips at 203-22-.`F(95-105°C). Using a Pump Curve ressure(total dynamic A pump curve helps you determineaithe best pntati np for of a p mp s optimal perforrmanc show e range.he relationship perform best at theird pnominal flow rate.Th se head or"TDH"},providing a graphical rep graphs show optimal pump operation ranges with a solid line and show flow rates outside of these ranges with a dashed line.For the most accurate pump specification,use Orenco's PumpSelect-software. Pump Curves 400 500 i i ; ; I I PF10 Series,60 Hz,0.5-1.0 hp ----fi----- I I ; PF20 Series,60 Hz,0.5-1.5 hp 1- f 11 I , 400 i���� 350 jPF2015 i i I '- •'. 350-- ••. num i EMI - i 1 Ir i 300— 1�",�• ` I ..' I I 1 1 x PF2�010f h 1 j t 1 • Q 300 TIP fl 1 ` I I I j I i i 1 250 'r'--`,-:—•,-t _ ; —r—r 250-LPF7005 I fas 1 I i t I m 200--1iti --�— - , 1 i f Cli 200 F I • • i E 150 (PI- -.i-' _ ' i 1 I Li 150 , i I ! i l ' I i I ' I loo - 1- ' I I !1 l ti i I s 100 i 1 s l : o ` I I, f __, _ �� ► I.. ! I 1 1 I ' i , I I I I i ' - 1 _, l I 1 1 1 i t 50 I , 1 I l i !! f ' i I I ' ' 0 5 10 15 20 25 30 35 40 0 2 4 6 8 10 12 14 16 18 Flow in gallons per minute(gpm) Flow in gallons per minute(gpn P P R O\ / V MAR 0 8 223 MASON COUNTY ENVIRONMENTAL HEALTH RET NTD-PU-PF-1 Orenco Systems°•800-348-9843•+1 541-459-4449•www.orenco.com Rev.10®oF-1 Page 3 of 4 1s (St 21 OrencO Technical Data Sheet Universal Flow Inducer Applications General Orenco's Universal Row Inducer houses any Orenco high-head efflu- To specify this product, require the following: ent pump in applications where filtration is not necessary.The base • Class 125 4-in.(nominal) PVC pipe body rests on the bottom of the tank,and the mounting flange is epoxied • Injection-molded ABS mounting flange to a PVC riser.The flow inducer can be lengthened or shortened to fit any tank.The tee,which holds the mounting flange and float assembly • Injection-molded holster for float tree bracket,slides to any position along the flow inducer.A float assembly • Ability to accommodate flows as great as 65 gpm(4.1 Usec) (ordered separately)snaps into the bracket.Applications include: • Pump tanks Standard Model • Disinfection systems LIFT-i- • Effluent reuse systems • Cisterns Materials of Construction Flow inducer Class 125 PVC Mounting flange Injection-molded ABS Base Fiberglass-reinforced polyester Specifications Sliding tee Dimensions Mounting flange Float assembly Flow inducer diameter 4"nominal (fits 3-in.pipe) bracket Height 72"(1828 mm) i (can be lengthened or shortened) '"- i ; Shipping weight 13 lb(5.9 kg) •:" Float assembly(ordered separately) R Mounting _ yam, ' i —Discharge assembly RO 4-in.flow inducer MASON COUNTY ,�8 2423 ;_ TY Eh V1RONhiENTAL HEALTH I i a Float assembly RET i 1 3/8-in.(35-mm) High-head i.. i inlet holes pump r 1 • Fiberglass base -- 'Typical installation in concrete pump tank.Lisa screhis to secrre rwtmtinp bracket to riser winks eMiry Wes. -UR-1 Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com NTD 03/17 Panel or t L �� 2'1 t isvr3ed wv 6992-L89 :<15E =XH3 Hit' _ µ Z j•a .y 1- 3iM I tOIiE>31i1tl81d0E D00� O d LWEW9 —•=1.VIZI s-spm.yp;S1Y32x+tc: A.-- . :.A r--, . O' .14.. ` ..8- \5 Wzi eo Aau: J.. j3tt 3eO�u initp • • as-' • n3� c `°i' ea z 4r tom_' 3z' j rCv- c 8 F *--/---iRDra,4 allr 0.C.3E q . • [ ......L .111-1 13r ILIl 1, . 1d 'hit 11 Syr 5 , / y is i�eC••Q;. , :-. _L2, ii . 1 -te JL,_---ilii bisi -4.1.::.!i !,- gY tI i r rt 1=ray is ( {aogobp.II i ,: (A gl a."8 ti - ;:g-'7417151q0VED =" MAR 0 8 2023 i "��°a � • • i ei MASON COUNTY ENVIRONMENTAL HEALTH E f FA t s RET I z iz' °,s- -k .�.' Y E � AYE▪ I u�a `_' �t erg>r7 ���5 t-4 - `i ek , G 7 , . ti„T ..., ai— j' ~ t� YY C I. 2 t I yjoy 2 K; { =y�`1 •�p £ ., �� �� ( � ""erg' &2 p`•�s-o zosok yg I • a. a I tatt-R I. �zva bl—t: I s a %r3 PP C. yQy I x. b 3 � i ‘fir: ij F Y t$ai u'1 Tt < ( � ++ <L C Cy. V 9 3`t< 5.3g� o - ... t+�' Y 337`Y" o- '�' 7 7c_ ' Znoe 25 rrZ � `33.ZS _. Sn Ui,., 5`r,,s t"VKGI E �i yy < ------------ • AERAT aa%Per' ' L my) , RISERS MIS 1 I sr MAX. 1 1'PVC(TM a f==\ ja—r. rosg / 1 "-- E , ,.. ....; ....., _ V „-- ._--4 _ . ,..... r , I , . . z.._ , "ir IIIIII " Z TEE-Irri "PVC SLUDGE "NiNs". 11101111_ ; •—•1 1 1 1 It Ite-7111tIN LINE I i • I . . ...I ..••••—•-•) TRASH CHAMBER p. DIGESTER CI4A163ER CLARIFIER oPERATING taaPACIM4r7 CAU.OPIS OPERATING CAPACM:421 GALLONS CWAIBER . MOOD CAT rrs 402 CALLOW FLOOD CAPAart:CM GALLONS 'NO WLIXRS • PLO=re!GAL sr sr se • sr • • • Ai QUI* bli—IF • ., • c, • .• ' APPROVED '.- :;:::. ir MAR 08 2023 • DIFI:US6Z EARS a) PARALE).TO TANK wAILI. r -4. ...... ..16..11... ar "k N *MI rnt luviNV1RONMENTAL HEALTH stuccm RETURN ,----4. RET / MUM ;•••-/.,t STONE.REE NATIvE see. OR Oce.AcTED Svc INSTALLASION INSTRUCT/0MS ovER=Pre SOL 1)Eazawile lank he va/h verkal*GAS td 1 foci larger Shall tank an al Wes. 2)tf tam c4,Me is 0:my,;risme r of coresss sand&/evd It' 4' out'oat saved. 3)Instal**in center of hole.keePing 1 ft-void sPsze cr 17— 7 e_.-1 al aides. or i 4)As tank is!WV wes vadat;far in void Space we"compact . ,.. - . . • granular oarolly)aS OW Of tamp ekarcs of day. I I 5)had rest of spiern,a sax risers to adapters with waturprsx‘actseseve. £ 6)Parfarm waisikaunies test in fold as raduira' O bY local ,; ' 11 jurisSickn. I 7)WPM apprvva to boadlil,carefully bacicfEr w3111 nattre 1! i sois overtosof tank. ,, 7-4s4r GmaiRSIT ialg26 r Atialig ! 8)Final wade She=lace ao avoid ezanefErrg=faze L _..J — — mar lomat lark —.-1.., -.zee AEROBIC TREATMENT TANK DETAIL FOR ei i- NuWATE'R BNR-500 TREATMENT.UNIT :.: 4,4 All ' ENVIRO-FLO, INC. 3/01/12 vet 144.4,Thislcor Treatment TechnOkgies f:::e44%.12.000- e-:: P.C.SOX 321161,Plowcod,MS 39232 •— (87 836-8476 (soy 8454716 fax ' 1ff= 1.4 ft. www.ofminz-so.nst 1.b-66 2-1 • '1' Niu wa t ir • ....; . \ V .. I '� i/ot,.. -....._-- 4:). Q).--4* ir ,. .. , „000.•,,. ,_ • • -N... A i liki a 40 . 111/ 1 . '.•:.- ill, p 0 ei to i , itia f f� f, = o it r. +.r, trr dilb - 1411111ce {'� ,7 4:,:i ...t: ‹42) a .3 �� � .. � � MAR 0 s r; + _400 4 ED L MASON COUNTY ENV1RO OAP i lit TN . RET f AP PARTS UST NuWater NR Assembly Diagram I A.DUAL PORT AERATOR M.POLY ENFFI. BAR go B.308'RUBBER 90'W CLAMPS(Z N.r PVC(3:2' ) C.3ib-BARBED Ati�IFi'OR X 1rl NPT R1 O.S-SLIP CAP /.4311 1 D 1/I SUP X 112 NFTAD4PTOR P.1/a CLEAR PvC THOSE(CPI-top 5 ? £ r STREET x 1 ran 8US*4NG c31 a.1 rr PVC PIPE(BY OtSTALLER) F is 90-ELBOW(3) R 1-Pl.v PIPE(BY[n R%STALL- . a rx 1-x=7EE S. �2"P PPE($Y I ALE (�. Pt i-90-t.3OWR1 T.1/S&RM>ADAPTOR O1A-WI"(2) +0 1.TX r WARMu.I rr Si 'x 1l4-NPi EVSHING(2) J r.SAM[rARY TEE v.1) 'PVC SOUPL-ER Q1 K.r PVC CROSS W.r CO(1PLSt(SY ttJSfALLE; L.r COUQLSR(SY t ALLtR ReviSed 2/25/12 • • SECURED LID WITH GAS TIGHT SEAL THREADED UNION 24•DIAMETER ACCESS RISER SERVICE - VALVE• i to FROM sonic ' I • L'-��TC ORA LD • TANK ,trj ' ICY STORAGE ANTI SIPFiOIt , VALVE• NIGH WATER ALARM LEVEL --�—� • — NORMAL TIMER OFF LEVEL' WORKING VOLUME . . FDEPE STEM t.R -_ FOR FLOAT R SEDIMENT SHROUD• �4 f-C2 - (VALVE• • .._....... . , 18-,...__,or sus rnr.ir ?l.'s.-- • CENTRIPUGAL MAR 0 8 2023 MASON COUNTY ENVIRONMENTAL HEALTH MIESUMWER IYMci►Lt - RET 'AS NEEDED Septic Tanks must meet standards required by WAC chapter 246-272C and FIGURE 2 manufacturer must be on Dept of Health list of registered sewage tanks. WA flf)R Publication#337-022 • Page 35 of 55 7 85. W ' �4 p, R.1dF Septic Design/34 NuWater BNR Pretreatment INSTALLATION & MAINTENANCE E �Z` PAULA JOY349 JOHNSON - '. Subsurface Drip Distribution Systems "L'talki. .15Egi � �� EXPIRES '• 151 1. Install subsurface drip tubing level with contour of the ground. 2. Install drainfield during dry weather and soil conditions; any soil smearing must be eliminated by hand raking. 3. Install audio/visual high-water level alarm. Redundant off switch not required. 4. Install vacuum relief valve on both the supply and return header manifolds. These must be installed at the high point in the distribution field and include a gravel sump. 5. Supply and return header manifolds and feeder lines should be installed at a higher elevation than drip tubing, or an earth damn should be created to prevent drainback. 6. Tanks must have risers to the surface as required by Mason County to ensure easy access for future operation and maintenance. 7. Supply and Return Header Manifolds, Headworks and vacuum relief valves must be in boxes accessible from the surface for future operation and maintenance. 8. Ensure 6"minimum cover over the drip irrigation tubing.. 9. Install return line from headworks back into the pump chamber. 10. Encase all water lines within 10' of drainfield and under any driveway/parking areas. 11. Divert all storm water runoff and house downspouts away from on-site sewage system. 12. No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge of the drainfield and reserve area. 13.No vehicular traffic over drainfield area. 14. Inspect floats, clean filters, and test high water level alarm every 6-12 months as needed. 15. All materials and workmanship must meet County and State regulations. 16. Deviation from this design without prior approval from the Designer and Mason County Environmental Health Department will make this design null and void. 17. All manhole lids and access, sampling or inspection ports must have locking covers and be located at ground level. 18. All transport lines under driveways or parking areas must be encased to prevent crushing. 19. Homeowner is responsible for all property lines. 20. The preferable cover planting for subsurface drip is turf or grass. The homeowner should ensure no roto-tilling or digging in the area of the drip field to prevent damage to the drip tubing. Also, invasive plant species should not be allowed. 21.Note to installer: The voltage of the NuWater Panel is to match the voltage of the pump. 22. Please Note: When you begin using your septic system, contact your septic installer to discuss setting up a schedule for your required Operation& Maintenance on your NuWater pretreatment system. IDPROVE D MAR 0 8 20 MASON COUNTY ENVIRONMENTAL23 HEAL RET HEALTH z.� 6). ' ZI