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HomeMy WebLinkAboutSWG2007-00301 - SWG Application / Design - 5/9/2007 ONSITE SEWAGE SYSTEM APPLICATION MASON COUNTY PUBLIC HEALTH Official use only ��ry /� �° • 426 W. CEDAR STREET PERMIT NUMBER: SWG ©6, s 60•..X�✓( 6 w PO BOX 1666 )f < o SHELTON,WA 96584 DATE RECEIVED: ! AMOUNT RECEIVED:$ Oe 0 (360)427-9670, Ext.352 o a APPLICANT DATE Cl/ECKAPPLICABLEITEMS Z pr�� I NEW SYSTEM IDG I� n� 1 ✓� l Sl..� S -ci -0-7 O REPAIR SYSTEM O o MAILING ADDRESS DAYTIME PHONE­- 0 TABLE 6 REPAIR o 0 TANK REPLACEMENT m L1 ct t 'a 0 RV HOLDING TANK ONLY w CITY STATE ZIP (requires waiver) 0 0 INSTALLATION PERMIT ONLY n LAt>=LTRPPS ilk �1�i3�1I m SITE ZDRESS LroJ ZS3 0 SINGLE FAMILY Z 0 OTHER C -7 0 '1 L'88-7 Please describe: 3 NAytFT OF DES ER PHONE NUMBER Q W") gir QSo 31-o ` 2,G _p55p Note: m N V S Soo, �GxC�k J A rl - Asbuitts required for oN instaUm• aL o NAME OF INSTALLER p I W DRINKING WATER SOURCE 0 PRIVATE INDIVIDUAL WELL 0 (V TloSrCCcL) L-C, 0 PRIVATE TWO-PARTY WELL NUMBER OF BEDROOMS LOT SIZE: ACRES FT X FT r� 0 COMMUNITY/PUBLIC WATERS STEM SYSTEM WE[f: SYSTEM NAME: I(� SPECIFIC DIRECTIONS FOR LOCATING SITE. W �cwl sN�Lroa �o u -s r„L: 01�-5 5P- 33 TOWAk-,�) A LL4Ij 0 I� TQt?-o L 1ioro ( HltL- `! .Z$ Cyr, B,Ac — gig 0-1,1L�-- TO 00s5- I Io Site must be flagged from main road and test holes must be flagged with test hole numbers IO o Official use only below this line .. IO SOIL LOGS COMMEMMCONDITIONS IO LS' 10 SOIL TEXTURE CODES: V =very 1t=gravelly S=sand L-loam Si=silt C=clay E=extreme) IN CTOR SIGN TURF DATE DESIGN EXPIRATION DATE DESI APPROV BY DATE S117�i7 Z&,l 4 Z DATE STALLATION FEE PAID INSTALLATION EXPIRATION DATE INSTALL TION APPROVED BY DATE Revised 4 2007 01 SYSTEM APPLICATION MASON COUNTY PUBLICAP44'1OO� W Official �u�r-s�e onl,�,/ 426 PO BOX 1 CEDAR gSON COU IUMIT NUMBER: WG�- lJ v�lJ' < 0 SHELTON,WA..99--B584 DATE RECEIVED: AMOUNT RECEIVED:$ m (360)427-9670, Ext. 352 < � _ 0 II -1 APPLICANT DATE t -C /ECKAPPLICABLEITEMS Z 0 { 7q/ NEW SYSTEM 3 L, 7 S -T Oa _ L $ r C REPAIR SYSTEM m M MAILING ADDRESS DAYTIME PHONE O TABLE 6 REPAIR 1 0 TANK REPLACEMENT m u L"cf 19 A �t 2 L OCR � '&Z eO RV HOLDING TANK ONLY CITY STATE ZIP (requires waiver) m L_A r_; ( 14PpS Lam.,R 1 p 3�I t INSTALLATION PERMIT ONE SITE ADDRESS O SINGLE FAMILY Z 0 OTHER C '4cl I I 5o4L 3 SItt�_rIVAJ g8543' y Please describe: 3 is NAME OF DESIGNER PHONE NUMBER Note: m 60 Asbuilts required for all instal (tons. O vSVroJ �xc �lqD - Itt ( <- NAME OF INSTALLER \ DRINKING WATER SOURCE 0 PRIVATE INDIVIDUAL WELL 0 In1 NUMBER OF BEDROOMS C' LOT SIZE: ACRES FT X/FT 0 PRIVATE TWO-PARTY WELL COMMUNITY/PUBLIC WATER 3YSTEM R Pp2o SYSTEM WEI#: C O H 5 2`1 A C -3 ZO K (0'L O SYSTEM NAME: ,5Y WA �q to I I SPECIFIC DIRECTIONS FOR LOCATING SITE. W {J FZ0v~ �jrLr✓�C�v, Ot-) adz 3 - �1:.��L�a t @ H IL" -78 Site must be flagged from main road and test holes must be flagged with test hole nut qbers o Official use only below this line SOIL LOGS COMMENTS/CONDITIONS �/ C�- SOIL TEXTURE CODES: V =very G=gravelly S=sand L-loam Si=silt C=clay E=extreme) INSPECTOR SIGNATURE DATE DESIGN EXPIRATION DATE DESIGN APPROVED BY DATE DATE INSTALLATION FEE PAID INSTALLATION EXPIRATION DATE INSTALLATION APPROVED BY DATE Revise 4/9/2007 MASON COUNTY DEPARTMENT OF HEALTH SERVICES June 05, 2007 Huston Excavating 1320 SE Arcadia Road Shelton WA 98584 RE: Design for PAISLEY Case No: SWG2007-00301 Parcel No: 321353400000 Your design for the above referenced parcel has been reviewed and is NOT APPROVE[. It does not meet the requirements or needs additional information. Please see the comments section of this letter for more information. Please call me at (360) 427-9670, ext. 353 if you have any questions. Sincerely, Cindy Waite Environmental Health Mason County Health Services COMMENTS: Technically approved. Will need a copy of the recorded O&M document and declaration of easement. Annual waste strength testing will be required and metered water for each system. 6/5/2007 1 of 1 SWG2007 00301 MASON COUNTY DEPARTMENT OF HEALTH SERVICES June 27, 2007 Huston Excavating 1320 SE Arcadia Road Shelton WA 98584 RE: Design for PAISLEY Case No: SWG2007-00301 Parcel No: 321353400000 Your design for the above referenced parcel has been review and is APPROVE D. Please refer to the comments section of this letter for any additional informatio . Please call me at (360) 427-9670, ext. 353 if you have any questions. Sincerely,a ,4' f ,W ite Environmental Health Mason County Health Services COMMENTS: 6/27/2007 1 of 1 SWG2007 00301 ` SYST6n^ a2 U@;SIUN FORM—PAGE VNF A desigq 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 Stptled plot plan, including all applicable items on checklist. Cross-section sketch,including all applicable items on checklist. Permit Number: SWG 24.07— 6W01 Designer's Name: Y ;L 1 m o n Applicant's Name: Ci ,k r� 4ryy �+ Designer's Phone Number: 360 4 O SD Mailing Address: 11�1 % A f i 4 i I. Ta Designer's Address: 117.,j SE A A City State Zip City state Zip Assessor's Parcel Number: 3 2 \ S o 0 o U Treatment Device V A w ❑Glendon Biofilter ❑ Sand Filter Mound ❑ Sand Lined Drainfield ❑Recirculating Filter,Type: ❑Aerobic Unit Make/Model ❑Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity ❑Pressure ❑Trench ❑ Bed ub Surface Drip Septic Tank/Draiafreid Specifications Laterals Number of Bedrooms tJ A Schedule/Class ; Daily Flow Z-1 o u gpd Length (Qk eA , ft Septic Tank Capacity 0 al Diameter 1/2 in Receiving Soil Type(1-6) 3 Number (J Receiving Soil Appl. Rate Is gpd&2 Separation t r. ;n ft Required Square Footage 10)�IAY� fr Orifices Designed Square Footage I ) ft' Total Number of Orifices es s I UO8 Percent Reduction Taken % Diameter Eh-�ijtfSm Trench/Bed Width r;P 1; ft Spacing 12 in TrenchBedLength 1\eaq, ft Manifold-r Elevation Measurements ScheduleAGMss U Original Drainfield Area Slope 1 — 9 % Length fr New Slope,If Altered n\g % Diameter I it, Depth of Excavation (Up-slope) U in Preferred manifold configuration used? ❑ Ye ❑No from Original Grade (Doen-slope) U in Transport Pipe Designed Vertical Separation Z4- in Schedule/Class Gravelless Chambers Required? ❑ Yes ANo ❑Optional Length t quo }o'," v Pump Required? 8i Yes ❑No Diameter mr', in Pump/Siphon Specifications Dosing and P mp&a er Difference in Elevation Between Pump Shutoff and Uppermost Number of doses/day I 'Z Orifice IO + Ft Dose quantity ,Z$ gal Uppermost Orifice❑ Higher ❑Lower than Pump Shutoff Chamber Capacity L 40 gal Capacity @ Total Pressure Head O gpm Pump controls: Timer(or)Elapse Time Meter Circle if required Calculated Total Pressure HeadHead ft If Timer: PumCr1p on I Z,•9Z w n ,Pump o 2. L4 rr, Comments Clfe� Wattf O✓ `tl I Vakl� �,`9�S V11\ZCp Pu Zo�j� ` ty \ DESIGN FORM—PAGE TWO Assessor's Parcel Number. 32 1 -D_QQQQ Permit Number: SWG —`DESIGN'CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section S etch K Test hole locations El Drainfield orientation and layout Reference depth fi-4 m original grade: IR Soil logs Gd Trenchlbed dimensions and 12 Septic tan �l Property lines critical distances within layout ® Drainfield over 49 Existing and proposed wells 10 B-$eg alve box locations Reference depth fr<om original grade within 100 ft of property jd Septic tank/pump ohamber and restrictive strata: 12 Measurements to cuts, banks, and locations M Laterals,tr nch/bed,top and surface water and critical areas ❑ Observation port location bottom Location and orientation of ❑ Clean-out location Curtain dra in collector **Aaiudraiaaadall absorption IR Manifold placement L7' Sand au ntation components lA Orifice placement Other cross-section detail: Location and dimension of HTn Lateral placement with distance ❑ Observatio ports/clean-outs primary system and reserve area to edge of bed g Other Information 19 Buildings ,J3 Audible/visual alarm referenced Yes No JR Direction of slope indicator J4 Scale of drawing shown on scale N ❑'Design staked out ❑ Waterlines bar ❑ ❑ Recorded otices attached ❑ Roads, easements,driveways, ❑ ❑ Waiver(s)attached parking 9 ❑ Pump curve attached IA North arrow and scale drawing ❑ ❑ Evaluation f failure shown on scale bar Non-residential ju ification 0 ❑ Waste strer gth )J ❑ Flow DESIGN APPROVAL The undersigned designer ❑does, ❑ does not,waive the requirement to be notift staller at time of installation. Si attire of Designer 61110�� The undersigned has reviewed this design on behalf of Mason County Dep en t health Servic s and determined it to be in compliance with state and I I -sites regulations: W c• C ZG (07 Environmefitai Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING COND ION: ✓ The design is stamped"Approved"by Mason County Department of Health Services. ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 1-71 Ito ✓ 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 authorizatio is obtained from Mason County Department of Health Services. An Installation Permit is required. vision Date:2/23/06 n • . W • � � f0 • � r � N • O • C) cm 0) • . V O � N L • � N • to M O • • • • • • • • F� � L A ♦ 7 O d �� ♦ O O I C) % ♦ U OO N • ♦ //__ ♦ M � � • ♦ �/ � ♦ �j M C S • LO C ♦O c6 N 3 �+ Z . c' L Q E N / S ♦ N Z m N co o w a.0 (Z DO N a E U p 0) N C9 p� N E O V M a- C�z p c (� w L s + / / m E N ` N 3 [. � aO�C� m O � �"�LO C LoCo O d t � `- • N 3 M M O f♦ C, • + ♦ • m = �Luc O � ♦ c`� ♦ fl 'c E 1 f � E °ca O� ♦ �� ♦ • cn cu iP ♦ c' E cu � ♦` �` • • EP O �_. O Pl L o gulf 10=d ♦ • ._ N � ,,, IVA L O �'�i4 � / � �� 1 • Z cn z p, I • 1 • • a. M rr CL .r c� p.4 r� cJ r Lij � s �a jQ di o. in Aa II Z7 G E�aSE TRP _�- V yu 0 G I K->- !f P, )- C> n(� V` SYSTEM * I = 2�o0 U PIDks fir n a r J I � SV STE m Z = 11's l5 G P D 'x Lo Y a x cc R� P Ln g Q L UPPo „ � SYSTEn� FLv5F4 VI�LVE ��oMA1� (TVP) Ow _ CosJTRGL P -NELS CZ) SE'e 'OETA iL FROM FUTVRE r l FI _I5HITIG FICTEK w` 9 iiEpROoM FtRMNoVSE v U' cKFWSN VAEPDwoRKS 46U GPD x,SD Z Z40 GPD-MTAL 11 '60 2Lou Ztvbo (al}L• (aRL_ GOL. GAL_ SYSTEI�1'Z SIN61E 1S1AoC,LE' sl lUIE SW6L.E C0991PLTED A-7 Q. OWL FlvoR+ w/CoRnl-SEAL 3i �U O O '3 ybb w\CZP N-SC�L3ooT(OQE(�u�l) bouTCbR EWA O' UpL. 150oclk � fnK 519UE 51�GLE O SIid6LE SIrJULE v t 4`Pvc vP LE- GT4 As P GG I RED FUR PIPE TD 13E 09 UUAiSTURBED SO(L (TVP) ?UMp T1*rikS To F3E Wr4T'ERTESTgD �/IIIu r1F5H E1-FLVEt,I7- FILTER ACCESS 1 r�cC 55 Ri ER FLvSFi RET"urz.0 PIS (. `1 1_ _ INLET FN-E I i I_I F-rfs S�PTIC���Ik_A�tb PUMP �l4/�w13eg l!� UuTAND SYS �1^� '� I Ya1Jp�2SC'h\P�IUtIS 3 May 9, 2007 To: Cindy Waite Mason County Dept. of Health Services Re: Paisley Design(Campground) Subject: Waste Strength Cindy, The waste strength for the proposed greywater system for the Paisley Campground should be considered equal to anticipated levels per the Recommended Standards an Guidance document for Water Conserving On-site Wastewater Treatment Systems. I believe the referenced document took into account waste strength when sizing greywater systems. It should also be noted that the only elevated characteristic in greywater as to blackwater is BOD s,which is higher because of the kitchen sink. Th proposed system's flow will primarily come from bathroom sinks and showers. Efflu nt testing will be included in the operation and maintenance agreement that I will provide to you for approval post conditional design approval. Thank �- ;'4 - Designer APPR . CIE® W� �i'EALTFI DEPT JUN ? f 007 Sizing Factors 160 Campers (80 girls+ 80 boys) 60 Instructors (30 female+30 Male) 10 Employees (maintenance) 5 Employees(cafeteria) 1 Nurse 2 Washing machines 4 Bedroom farmhouse (grey water only)to be connected in future. Volumes/Unit Campers *(grey water only)45 gal. /day EPA manual, Camps: childrens, with cen toilet/bath. Instructors *(grey water only) 30 gal. /day EPA manual,campground-developed Employees (maintenance)2 gal./day EPA manual, cafeteria, customer Employees (cafeteria) 10 gal. /day EPA manual, cafeteria, employee Nurse 30 gal./day EPA manual, campground-developed Washing machine 225 gal. /day EPA manual,washing machine shows 40.5 fixture Y use, this will be 20 with the use of low volume machines. Instructors will only have acces to machines. EPA manual uses 15 gal. /person/day assuming 40.5 fixture/use. With the use of low volume of 20 fixture/use the adjusted volume will be 7.5 gal./ person/day. 7.5 x 60 =450 gal. /day divided by 2 machines. * Grey water only will reduce flows by 50%, grey water recommended standards and guidance manual. 4 Bedroom farmhouse 240 gal. /day water conserving on-site wastewater treatment systems table 1, grey water. JUG{ J4 2007 Tank Volumes System 41 @ 2,700 gal. /day 2,700 x 1.5 =4,050 gal. septic tank 4,050 x .67=2,714 gal. 1 s`compartment use 2,660 gal. single(N.W. Cascade Mfg.) 4,050—2,660= 1,390 gal. 2nd compartment use 1,500 gal. single (Fred Hill Mfg.) 2,700 x 2 =5,400 gal. pump chamber Use(2)3,180 gal. single compartment connected at bottom(N.W. Cascade Mfg.) System#2 @ 2,575 gal. /day Same tanks as system#1 with the addition of a 1,500 gal. grease trap Sub—Surface Drip Sizing System 6 2,700 GPD EACH SYSTEM) Site has predominately class 3 soils. Max. emitter rate;Netafim Dripline 0.62 Use .60 Max. gpd/emitter: .8 Min. emitter spacing: 1' Min. dripline spacing: 2' (where slopes are>20% increase by 1') Min. dripline area: 2,700 gal./day _.53 (max. emitter discharge rate)= 5,094 emitt rs required. 5,094 emitters x 2 sq. ft.per emitter= 10,188 min. area. 10,188 min. area-4 zones=2,547 min. sq. ft. per zone required. APPROVED III 1N alley grainfield at 3 Levels of zoom 00 r 3.� a ;' zap is r/' Qa •ip``�-� /,• / �• . i 1 st and 2r'pod are eac 10' minimum from N-S reel line 10 / / • • 1st pod is 15' 35 acre Parcel number: minimum 32135 3100000 . • • north of E-VU - . • OwnerGreggre Paisley — — — — -� �� . • parcel line / Parcel line • N 260' say' Tanks 524 acre Parcel nu ber: ` 32135 34 00000 Owner: Gregg Pais y APPROVED Q.7:.. TEST 4o E l.o S 0 SC40tto 5/9/2007 4 Test Holes ##1. -0-32"SL 32"—Till #2. 0-24" SL 24"Till #3. 0-24" SL A. 0-32" SL #5. 0-32" S #6. 0-20" SL #7. 0-24" SL 24"—36" SiL #8. 0-36" S 36" SiL #9. 0-36" S 36" SiL #10. 0-32" S #11. 0-36" S #12. 0-34" S 34" SiL 413. 0-34" S 34"Comp. SiL #14. 0-48" S #15. 0-48" S #16. 0-36" S #17. 0-24" SiL #18. 0-36" SiL APF R OVED #19. 0-34" S 4/1! , r P s' 71F T 34"Comp. SiL ] #20. 0-36" SL - 4W G) Choose pressure compensating or Classic See page 4 and Appendix 1, page 28 dripline WASTEFLOW Classic dripline or ❑ WASTEFLOW PC dripline H) Determine dripfield pressure Standard pressure is 20 psi. Z-S psi WASTEFLOW Classic systems need between 15 and 45 psi(34.7 and 104 f.) at the start of the dripfield. WASTEFLOW PC systems need between 10 aid 45 psi (23.1 ft. to 104 ft.)at the start of the dripfield I) Determine feet of head required at dripfield Multiply pressure above by 2.31 to get head r quired. 5 ft. of head (H)x 2.31 J) What is the flow See WASTEFLOW flow rates in Appendix 1. rate per emitter? •(Z(D gph/emitter K) Determine total flow for the area Number of emitters multiplied by the emitter ow rate at the design pressure. 3 3 'o gph Gph = (F)x(J) Gpm = gph/60 . S. G3 gpm L) Select pipe diameters for manifolds and submains Based on total flow from (K) above, in gpm. lSee schedule 40 friction loss charts on page 4 -5 inches Optimum velocity is between 2 and 5 ft. per second. M)Select size of Vortex filter or Based on total flow from(K) above, in gpm. See WASTEFLOW Headworks minimum and maximum flow requirements 3�Vortex filter or for each filter in Appendix 2. WASTEFLOW Headworks A P 0 AI E D "PT N) Sketch a layout of the WASTEFLOW See Maximum Length of Run . b 1 c' r200 lines in the dispersal plot to make sure that the maximum lateral length of each WASTEFLOW line is not exceeded. F 6 ' WORKSHEET 2 - SELECT PUMP j Worksheet Formula O) Minimum pump capacity 'S.b3 gpm From (K)above P) Header pipe size inches From (L)above Q) Pressure loss in 100 ft. of pipe Z• psi Refer to PVC charts on page 34. R) Friction head in 100 ft. of pipe ft. of head Multiply psi from (Q) above by 2 31 S) Static head i) Height from pump to tank outlet. ft. Number of ft. uN � ii) Elevation increase or decrease ID ft. Height changes from pmap10 drip eld. T) Total static head IS ft. Add(Si) + (Sii) U) Friction head i) Equivalent length of fittings 0 ft. Estimate loss through fittings-usuall inconsequential for small system. ii) Distance from pump to field. 300 ft. Measure length of sub-main iii) Total equivalent length of pipe. 300 ft. Add(Ui) + (Uii) iv) Total effective feet. — ft. (Uiii)/100 x (R) v) Head required at dripfield S 1 J S ft. See line (I) in Worksheet 1 abov . vi) Head loss through filter or Headworks Z ft. See pressure loss for filters in Appendix 2 or see pressure loss j or Headworks box in Appendix 7. Multiply pressure by 2.31 to get ad loss. vii) Head loss through zone valves + ft. See pressure loss in Appendix 4jbr electric valves. For manual or index valves check with the manufactu er. Multiply pressure loss in psi by 131 to get head loss. V) Minimum Total friction head b ft. Add(Uiv) + (Uv) + (Uvi) + (Uv i) W)Minimum Total Dynamic Head 9 3•S ft. Add(T) + (V)From line item (0) above rr X) Minimum pump capacity S.L 3 gpm to ,),t 11 (41Mo rtc,w anS) NOTE: Some States and Counties require additional flow for APPROVED �� D flushing. Please check your local regulations.. If you need RO help on flushing design, see Geoflow's flushing worksheet at fir- i x r—f r; r : ,: ,F PT www.geoflow.com or call Geoflow at 800-828-3388. !A IN 7007 Y) Choose the pump. Based on pressure from line (W) above and flow from line (X)above:-. � Model Number rr Manufacturer O �N Fr Y Qp 4 W a Y Y r )0(1? -. T w yJ Y 0. Y J Z LY 1• N X p X z_ A ¢ J � J rs w , J rr a' N w C p O i 7 Q fi LU Z N J W APPROVED P y a a a F w 2 w w x Z w w �w Q _ ICAO 14x $5 PuD .�Fl.YoU7__ .(rii�y3E RE_ 5 _t� 'F'Sc�EM��� �NLy, DR.ipI +kES Mai SF:iFf �`U A.V f� Ttc�E AIR WRUEF VALVE tyP� RE -V R� A+R REUe F V LvE ITYa) � PA_�URE i i APPROVED -TY�ICAt `�'2.5�(Zg� PoD �YRE R�v6RSE _��tilo_5c�9�.E) _ 0SI (D ............. . ...... ............ ..... EFFLUENT P 450 8 OSI HH UMPS Pi ... --- ............ ...... ............ ...... ........ �.4... ............ ............. .. ...... ............ ... .. ...... ...... SINGLE PHASE,60 HZ Sept. ... .. .. ....................................... ...... 115/230 VOLT 1990 S . . . . ------- ------ .. ......... ......�.4....... F ........... ... 400 ............ ......... .... ....... ...... ...... ....... ... i. ...... ...... 0 HH -14Stage ........ ........... .................: .. :.8 OSI 1 ......................... ............ .. ... .... .................. 4. .......... ... i i ... ------ ...... .............. ...... ...... II is ... ... ...... ....... ......... ..... .4.4...... ... ........ ------ ............. ..... .. .. ....... ---- 350 .......... ... ....... ...... ... . ..... W ..... Lu ..... ..................... ......... ...... ... ....... ........... ....... 4 --- ------ ...... LL 4-- ... .. ...... ...... .. ... ... .......... -4 300 - ............... . . .. t ...... .. 04 i.a OSI 07 HH -10 Stage .... .. ... . ........ .. . ..... .............. ... ......... ..4 ........ ...... ...... ... ..... ......... .. LLI .......... .............. .... .. ..... ......... C-) 250 - . . . . .. .. .. ...... .. . ..... ...... ...... ...... .......... ............... ....... . .. ... ........ ...... ........ ..I .... ww -------- ........ --- ......4.. ... 200 - .......... ...... ...... 0 ... ... .............. ..s. ................... .................... ....... .. .. .. ..... ............... .... ......................... F F F F .......... .............. ...... ................ : : : : ..... ..'. i...t................ ..4......i.....i ......... 4.4...i---i...... ...... ......... ... ............ 4-4-- ......... .. ... ... 150 .......... .... ..... ...... 4.4-. 4... ... 4- 4- ..i ...... ..................... ....... ..... ... ...... ..................... ...... ........ .. ................. ...... ... .... .............. ......... 100 - 44.4.4.......! .......... ...... ...... ......... ... ...F. :8 OSI 05 HH-8 Stage ...................... ..... ... ...... ...... ............ ... .................. .. ................... ................ -4 4.. ........... ...... .. .. . -4...... ....... T 50 t-8 OSI 05 HH -8 Stage . . . ith 1/4" Flow controller F 4. . rjF 0 2 4 6 8 10 12 S 9 NET DISCHARGE, GPM 2826 Colonial Road Roseburg,OR 97470 503'673-0165 Type "A" 1500 Pump Tank PVC water Orenco ring Utting Q 24" 6 — to• A" epenmg opening 4„ 57' 59" 70" 9'7" 31.5 gallons per inch APPROVED 'i/ f, Hof° :,Tr.• 'naps T , JIN 2 4 2007 bI 39VcJ IIIH C383 b05IL69 66:0 c00Z/90/90 BRAWLER 1-3180 i f24' � III �• 24' Die. 24' Did 8' TMCK AND COLLAR SAND COLLAR PRDIARY COYPARMEIR 3100 GAL WORKING CAPACITY 108• 104' AP e. Ilap I!„I ) 6 �� a TOTAL TANK PIDOD CAPACITY 3350 GAL C NORTHWEST CASCADE CALL TOLL FREE 1-800-562-4 42 INC. y=__..".....*:vn Y., .o.zraa:,,�.,_�s.'� -_=a��....,.�4",.. .. ? ..�..✓�:�:� �.._._ y.....,.. . �.:.`s`:. BRAWLER 1-2660 i 124" 76• 24' Dia 24` Dia. , 6" THICK SAND COLLAR SAND COLLAR PRIMARY COMPARTMENT 104" 2660 CAL WORKING CAPACITY 90` APPR _, E s ,r—g'tvu nsp 6" THICK JUN I q TOTAL TANK FWOD CAPACITY 2660 GAL v �d NORTHWEST CASCADE CALL TOLL FREE 1-500-56 -4442 INC. STD 2-1125 GT 96" II II I I 24" Dia. II Baffle Lid I I , II II 64" 24" Dia. 1 I ii II II � II U Baffle Lids ALL WALLS 3" THICK 12" 66" 56" 53" 1 12" 12" APB r., A' NORTHWEST v' CASCADE CALL TOLL FREE 1-800-56 -4442 INC. Z00' LTLS 'ON aOP) 0£ ;9T NOW LOOZ/40/90 G Design Recommendations Job Name/Homeowner.. Grr4 6.iskw Address: r City, State,Zip: Permit Agency: Y/l as ON Cow. Installer Name: Designed By: Sin Date: System Data output - --Gallons Per Day 2 ICA uare feet of Application Area ,375 Soil Loading Rate(GPD Per Sq.Ft.) ,5' Total Linear Length of Tubing(f-) 1,688 � Select emitter flow rate(GPH) .l Linear Length of Tubing Per Zone(1L) 422 F Select Dripper Spacing (inches) Number of Zones 4 Desired Dose Time(min.) (} Gallons Per Minute Per Zone 4 Dose time suggested to be between: Hat the tow rate ofthe pump lsa good guideline 5.0 and 6 forzmesiong. Thattowwouldbe: ,�5 Total Run Time per Day(minutes) 619 #of Zones 7 �o Minutes Per Day Per Zone iss Flush Veloci y Total Number of Dosing Events 61 Assumptions Pump Flow Rating (gpm): Daily Dosing Events per Zone is Spacing between drippedines(ft. Time Between Doses in Hours 1.6 Hours per day to use for dosin : .F `� Ma)dmum Connections to Manifold per 4 Zone l- Dosing volume per emitter(Gallons) 0.10 generally this volume should be between.land 25 c ations Inches per Week of Dosing: .98 Y, APT it N p ( nn 41`i g4�z Z 'd 968S-LZb-O9E O3H12uxgeAeox3 uozsnH dEZ =bO LO 40 unC