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Home My WebLink AboutSWG2007-00302 - SWG Application / Design - 5/9/2007 ONSITE SEWAGE SYSTEM APPLICATION MASON COUNTY PUBLIC HEALTH official use only `y/ 426 W. CEDAR STREET ;.b -7 � 60 ✓� C PO BOX 1666 PERMIT NUMBER: F� qN D• i SHELTON,WA 98584 DATE RECEIVED: b AMOUNT RECEIVED:$ �" - O (360)427-9670, Ext.352 a APPLICANT DATE CWX APPLICABLE ITEMS m O 9 /NEW SYSTEM 3 t "\ _ 01 O REPAIR SYSTEM O O MAILING ADDRESS DAYTIME PHONE p TABLE 6 REPAIR 0 TANK REPLACEMENT m L4 0` lct LA �� eiO�� `' 0 RV HOLDING TANK ONLY y CITY STATE ZIP (requires waiver) O �� _�—� O INSTALLATION PERMIT ONLY O Pp vJ,A Gtg391 SITE ADDRESS 2 S 3 0 SINGLE.FAMILY Z SAS LSl �r O OTHER C Ll 9 1 ( S R 3 WA -7 09 ' t 61B Please describe: 3 NAME OF DESIGNER PHONE NUMBER �Ir-fSo'1\ Note: m tl i�S SOJ.) &A CA V.0i l l vJG "�('o +2b-0SSC7 Asbuilts required for all installa ions. O NAME OF INSTALLER p I W DRINKING WATER SOURCE 40SVO,O �XC.IA\)AVUOGLL(- O PRIVATE INDIVIDUAL WELL = I(J NUMBER OF BEDROOMS LOT SIZE: ACRES FT X FT 0 PRIVATE TWO-PARTY WELL _ ((�� O COMMUNITYIPUBLIC WATERS STEM I f S�- CLSi�i� � . z4 SYSTEM WE[I:: SYSTEM NAME: I. A SPE TIONS FOR LOCATING SITE. v 1 Fran �L.rL9 4 -S r1t`f oj � S1z3 Tom 4eD �p 1'✓�C.� 3ia4"iOJ S� ,0 Site must be flagged from main road and test holes must be flagged with test hole num WS r- 1a 0 Official use only below this line Io SOIL LOGS COMMENTS/CONDITIONS 10 Ia 1 SQICTEXTURE CODES: V =very G=gravelly S=sand L-loam Si=silt C=clay E=extreme) IN PE SIGNATURE DATE DESIGN EXPIRATION DATE DESIGN APPROVED Y DATE C" TI(110--? s t-, to 4 DATE 16STALLATION FEE PAID INSTALLATION EXPIRATION DATE INSTALL ON APPROVED BY DATE Revised 4 2007 ONSITE SEWAGE SYSTEM APPLICATION MASON co'CNTYpuBLiC41EA+I.TH Official usel(o�nI 1 co 426 W.,"QAF2,4TFS jFT PERMIT NUMBER: SW _0 a 0 PO BOX 1666 < IAI ($ TY DATE RECEIVED: v AMOUNT RECEIVED:$ G (% 427- 6 Q Xt. 4 a ohJ APPLICANT DATE CHECK APPLICABLE ITEMS Z f m m 6/1 e/V 0 7 NEW SYSTEM L 3 � f CoC� Z S S '-1 0 REPAIR SYSTEM m m MAILING ADDRESS DAYTIME PHONE O TABLE 6 REPAIR 0 TANK REPLACEMENT m c 0 RV HOLDING TANK ONLY CITY STATE ZIP (requires waiver) m LPr�- T^P 0� l-t.�tv R INSTALLATION PERMIT ONL SITE ADDRESS 0 SINGLE FAMILY Z 0 OTHER C Li a. 11 S iL 2 Please describe: IlT 3 NAME OF DESIGNER / PHONE NUMBER Note: I 0 F-,,L9 S ry o 36o q D(p - l l l 1 Asbuilts required for all instal zdons. G NAME OF INSTALLER DRINKING WATER SOURCE I . 1 L5S noJ �KL C IDWj&4F SA"J.9 SU N) 0 PRIVATE INDIVIDUAL WELL OR [3 PRIVATE TWO-PARTY WELL @' NUMBER OF BEDROOMS LOT SIZE: ACRES FT X FT / 1n COMMUNITY/PUBLIC WATER YSTEM � ^ r APop_o N SYSTEM WFI#: W I'�v\ V,7 L- 5j. Z,q 3.Z 0 )r- b-t 5 SYSTEM NAME: A Dtv 0ww- t �1 SPECIFIC DIRECTIONS FOR LOCATING SITE. W cx,J 7, 16 Site must be flagged from main road and test holes must be flagged with test hole nui qbers Ir I�j 0 Official use only below this line SOIL LOGS COMMENTS/CONDITIONS Y./ SOIL TEXTURE CODES: V =very G=gravelly S=sand L-loam Si=silt C=clay E=extremely 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 .�...,�._._.�..w.._ ._...� ...».-.,-.ten ,. _.._ .. .-_ MASON COUNTY DEPARTMENT OF HEALTH SERVICES June 27, 2007 Huston Excavating 1320 SE Arcadia Road Shelton WA 98584 RE: Design for PAISLEY Case No: SWG2007-00302 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, // I L4 W" Cindy Waite Environmental Health Mason County Health Services COMMENTS: 6/27/2007 1 of 1 SWG200 -00302 MASON COUNTY DEPARTMENT OF HEALTH SERVICES L ', June 05, 2007 Huston Excavating 1320 SE Arcadia Road Shelton WA 98584 RE: Design for PAISLEY Case No: SWG2007-00302 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 commei its 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 SWG200 00302 A design will be reviewed w9en 3 copi of each of the following are submitted: SyS�M I Complcted design form that has been signed and dated. Scaled layout sketch,including aIJ applicable terns on checklist Scaled plot Plan,including all applicable items on checklist. Cross-section sketch,including all ap licable terns on checklist. '' '..S'-�S •t..rtt�"� `,Y<P»�ifc-"�gu�.�".�c?'�`-_, s�fi �DJei1,rTLY.#yk��Al.�a` .,:�.`.�.�",e�r,��..; >ti- `.:.--i._", Permit Number: S WG -m20&7-lJU30Z Designer's Name: i A A Applicant's Name: (a t,. 0.1 tI, Designer's Phone Number: 36a Mailing Address: Designer's Address: (3Zo SEA ;,,, k. t 4a T �,kja-, g SI>j 10^ W _ 9 City State Zip City S Zip (Assessor''�s Parcel Number: Treatment :y�.��E 'rY.9�,1.�"5 ��'.`F.ESkia.VS"53.2'r �47� �A'1CA]Yl ll_i'NKS"�SIP �• ?"..nY e�f' �.Y.'•. � Treatment Device A ❑ Glendon Biofilter 0 Sand Filter ❑Mound 0 Sand Lined Drainfield ❑Recirculating Filter,Type: ❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other: Drainfield Type 0 Gravity ❑Pressure 0 Trench 13 Bed Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms N /A 0.iTuc Schedule/Class N�a M ri r2 Daily Flow Z'1 O O gpd Length (4\5Lpr e ® e , ft Septic Tank Capacity 4 00 gal Diameter I/z in �— Receiving Soil Type(1-b) 3 Number 14 Receiving Soil Appl. Rate gpd/ft? Separation 0,; ft Required Square Footage I D i�4�— fe Orifices Designed Square Footage 1 ft' Total Number of Orifices 4 7.2 JK 4 T— Percent Reduction Taken IS) % Diameter .G76PP Tncss�re Gw . EMI+vSin Trench/Bed Width �ri{,)inn ft Spacing ('L in Trench/Bed Length lvym, ft Manifold Elevation Measurements SchedulehGless 4"D Original Drainfield Area Slope 7 _ 9 % Length ft New Slope,if Altered rA ti % Diameter I it, Depth of Excavation (up-slope) in Preferred manifold configuration used? ❑Yes 0 No from Original Grade (Down-slope) (.'•,p/I in rt Transpo Pipe Designed Vertical Separation ZY' in Schedule/Class 4-0 Gravelless Chambers Required? 0 Yes XNo O Optional Length 1 pOD }o It Pump Required? Yes ❑No Diameter { *—on Pump/Siphon Specifications Dosing and Difference in Elevation Between Pump Shutoff and Uppermost Number of doses/day ( z Orifice 10 Ft Dose quantity 44 Ir" gal Uppermost Orifice 17 Higher ❑ Lower than Pump Sbutoff Chamber Capacity (, gal Capacity @ Total Pressure Head 1 O gpm Pump controls: Timer(or)Elapse Time Metei Circ%ifrequired Calculated Total Pressure Head 11 ft 1 if 1Timer: Pump on t Z,9Z h'�h ,Pump oll F ZZ N fi. Comments C7 Vo�'� C0 19�5 vti�\ZEC7 . Pu �ohc jv ' 1ys rvrcrva—ra"r, i vv v assessor's raraa iNumoer: 5 Permit Number: SWG DESIGN:CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch ® Test hole locations 1J Drainfield orientation and layout Reference depth om original grade: Ei Soil logs El Trench/bed dimensions and 18 Septictaak Property lines critical distances within layout IN Drairifie d cover Existing and proposed wells IM halve box locations within 100 ft of property j9 Septic tank/pump chamber Reference depth m original grade and restrictive sb ata: 12 Measurements to cuts,banks, and locations 1& Laterals,trench/bed,top and surface water and critical areas ❑ Observation port location bottom fid Location and orientation of ❑ Clean-out location Curtain rain collector sw4aiuZmia-aud all absorption R Manifold placement L9' Sand augmentation components ® Orifice placement Other cross-section detail: Location and dimension of R Lateral placement with distance ❑ Observa on ports/clean-outs _ primary system and on area 7 2 Buildings to edge of.bed Other Information 14 Audible/visual alarm referenced Yes No .51 Direction of slope indicator J% Scale of drawing shown on scale ® ❑'Design stiked out ❑ Waterlines bar ❑ ❑Recorded Notices attached ❑ Roads,easements,driveways, ❑ ❑ Waivers attached parking $ ❑ Pump cur ie attached �1 North arrow and scale drawing ❑ ❑ Evaluatio i of failure shown on scale bar Non-residential j i stification M ❑ Waste A ngth BJ ❑ Flow DESIGNAPPROVAL .: The undersigned designer ❑ does, ❑ does not,waive the requirement to be notifi �+ le r at time of installation. 511 6M/,PSON Si store of Designer :.. . g11�OM1lU'� The undersigned has reviewed this design on behalf of Mason County Dep en t Ifealdi Services and determined it to be in compliance with state and local on-site re lations: u� 6 2 v EnvironmeVX 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: YJ l-1 IO ✓ 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 Department of Health Services. An Installation Permit is required. evision Date:2123/06 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 and 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 provid to you for approval post conditional design approval. Thank you, ( tom" 7a^",l —�— Designer 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 cent al 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 use, this will be 20 with the use of low volume machines. Instructors will only have acce s 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 an guidance manual. 4 Bedroom farmhouse 240 gal./day water conserving on-site wastewater treatment systems table 1, grey water. _ JUN 2200?ti 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. 15`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 Sizin¢System (a),2,700 GPD cr=Ar-4 SYST Em� 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 emittA 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 DEFT AIN 26 2001" — � I - —IL?NlJld MJAJaT1 Nsn 1J b3Slzi 553�7t1 ssan 1 ?13111� 1IY3n1��3 HS'3W ql aa.L s al ja +oM ?a Q dwnd� (ud� �pS cL=a'a uSklno ro 34► a.l. 3dI ),C?6 Q321 I I1U'3Za S.v H1h n31 d'u lnd„b „ 3lhNIS 319nIS O31hpIC 31911G O �-lah 1d9 ociC hoo51 (-) bnb3 T0)�oo4�,a3S VN 09lf O O 11!1 -14 2to3/�, }11oay � ZoalJ 1� 431�311�� 1d 31�3r>Xo� 317NIS 3l901S 3191+IS 319MIS Z�W31s1s C� C7u.ywo 081E IV_LUQelt)obz =aS"xQ At) 0Q�s S�Id�nad3t► NSn,3h�b4 3Soc1iw .-lv� woOZa38 Ai \^� �31�y 9r+InsrnHl O 31lnlnA woy� nl I sas t;z� 5�31v-add 1o�uno� p —_ � � l { ej X x fn tlb�r�RlMi� 3AI-VA }1Sn1J VI3.1SJ5 /1 ^1 0 10 �� 3 �, —"` I a a70 � zfi adh s1 S� = z�w3ssis r u�$ LP $ adhooLZ = I {� W315AS 9 0 I tr �s ) r sT / LAfi axe 3sl� sz i� 00- a 1 rj r- w � Xm � aspd �W 2 cq QeC� „1 avlz 6 Y.�o -� r s y"1 paisley drainfield at levels of zoom ��,'�� `�� /'+ 42�� I ,gyp�g5 •� �r�i / v • i '4 ' �W, /+'+ 1 fit and 2«pod are eac 10' minimum from N-S rcei line 4 - / - - • 151 pod is 15' 35 acre Parcel number minimum 32135 3100000 + •Tr�trlo_ ` - Owner: Greggisley — — •• . •• north of E-W gg parcel line , Parcel tine • 10 • r •••• J-4 • 260' 647 F Tanks 5.24 acre Parcel number: 32135 34 00000 Owner: Gregg Paisly � APPROVED 1A ' i4EkE,_I 71IFPT TEST 4o E l,o s SCAto 5/9/2007 4 Test Holes #i. 0-32"SL 32"—Till #2. 0-24" SL 24" Till #3. 0-24" SL A. 0-32" SL #5. 0-32" S M. 0-20" SL V. 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 #13. 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 A P P R VIED 34" Comp. SiL If IN #20. 0-36" SL aw G) Choose pressure compensating or Classic dripline Sec page 4 and Appendix 1, page 28 WASTEFLOW Classic dripline or ❑ WASTEFLOW PC dripline H) Determine dripfield pressure Standard pressure is 20 psi. Z I7 psi WASTEFLOW Classic systems need between 15 and 45 psi(34.7 and 104 ft.)at the start of the dripfield. WASTEFLOW PC systems need between 10 aul 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. 51-15 ft. of head (H)x 2.31 J) What is the flow See WASTEFLOW flow rates in Appendix 1. rate per emitter? •UD gph/emitter K) Determine total flow for the area Number of emitters multiplied by the emitter w rate at the design pressure. 3 3 C6 gph Gph = (F)x(J) Gpm =gph/60 . S. GI gpm L) Select pipe diameters for manifolds and submains Based on total flow from (K) above, in gpm. /� See schedule 40 friction loss charts on page 4 inches Optimum velocity is between 2 and 5 ft. per sec and. M)Select size of Vortex filter or Based on total flow from (K)above, in gpm. Se WASTEFLOW Headworks minimum and maximum flow requirements 3 Vortex filter or for each filter in Appendix 2. A P Pp 0n 1/ EPT WASTEFLOW Headworks `�IUN 'A � 200 N) Sketch a layout of the WASTEFLOW Sec Maximum Length of Run . lines in the dispersal plot to make sure " that the maximum lateral length of each WASTEFLOW line is not exceeded. 4 i WORKSHEET 2- SELECT PUMP i Worksheet Formula O) Minimum pump capacity ,-�mV�-� gpm From (K)above P) Header pipe size inches From (L) above Q) Pressure loss in 100 ft. of pipe psi Refer to PVC charts on page 34. R) Friction head in 100 ft. of pipe �9 ft. of head Multiply psi from(Q) above by 131 S) Static head i) Height from pump to tank outlet. S ft. Number of ft. vK+� ii) Elevation increase or decrease � D ft. Height changes from p=ip-to1 dnl field- T) Total static head ft. Add(Si) + (Sii) U) Friction head i) Equivalent length of fittings —) ft. Estimate loss through fittings-usuoll 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 1.1 S ft. See line (I) in Worksheet I abov . vi) Head loss through filter or Headworks Z ft. See pressure loss for filters in Appendix 2 or see pressure loss r Headworks box in Appendix 7. Multiply pressure by 2.31 to get I ead loss. vii) Head loss through zone valves + ft. See pressure loss in Appendix 4 f r electric valves. For manual or in ex valves check with the manufactur r. Multiply pressure loss in psi by 2.31 to get head loss. V) Minimum Total friction head ft. Add(Uiv) + (Uv) + (Uvi) + (Uvi) W)Minimum Total Dynamic Head 9 3• ft_ Add(T) + (V)From line item (0) zbove X) Minimum pump capacity gpm LAZ ( r� cn 0. \ NOTE: Some States and Counties require additional flow for �ja 1It D flushing. Please check your local regulations. If you needy' 1 help on flushing design, see Geoflow's flushing worksheet at IOI ` '. ) �� OOZ PT www.geoflow.com or call Geoflow at 800-828-3388. Y) Choose the pump. Based on pressure from line(T Model Number and flow from line (X) above."- Manufacturer a w > a y� r A _ � N ¢ X 30 N 2 M O a n � W x N U 1� J N I W J � 5 � W 2 WI -fi O z LY 0. ] K dN fpp � F � r a '�SCr;Er.�H71C t�NLYi URIpLINES MA'( SN1f=7 r� AV IG T'1:EE4. AIR RELIEF VALVE \ p) RE7VRq ALIR RELIEF VALVE (TYa) 1"s PRESS RE I — i APPROVED ,10 ? A 200? e `fY'PICR� `�'Z.Sx2.$� Po'D GYBE REVERSE �tilv_sst4LE� _ 0s] (D ...................... ....... ...... EFFLUENT PU WPS Pi 450 8 OSI HH ...... SINGLE PHASE,60 HZ Sept. 115/230 VOL F 1990 400 ... . . . . ..... Jsl 10 HH -14 age ... ... 350 - ui ....... mm .......W LL ...... ...... .............. ..!......I................w.... ...... .. ...... ------ .. . .....4... 300 - .......... OSI 07 f H 10 Stage 4— .. ............ .. .......... .. ......... ...... .................... ... ........... ...... -4---4-- 4-1 W ....... .... .. .. .. .. 250 - J j.... ... ...... .......... .. .. ..... ..... F --------------- . ........ ...: . . . . . ............ ........ .. .. . . . . < ... 1. ......... 0 ... ...... ......... ... .... ... L 4-4- .......... ...... ...... ...... ...... .............. .. .......... 150 .......... .4 4.. ............. ...... ...... ........ .............. ........ .. . ..... ... 100 - ....... 7-4......... ................. .. .......... .. ...... .. ..... .. .. :8 OSI 05 H -8 tape`.............:...:..- ,--- 1, . .................... .................. ............. .. .... ------- ........... ...... .. ........ 50 4 ................. ...... ...... T--j.. OSI 05 HH 8 Stage ...... .....4......... E4- . Ith 1/4" Flow cont oiler:: .. .... . ....... .... 2 4 6 8 10 12 NET DISCHARGE, GPM W2826olonlal R�oad �� Roseburg,OR 97470 503/6 r3-0165 Type "A" 1500 Pump Tank avc water Orer=ring tltbng 0 24" 10' 2 4" opening ope0ng 4" 57" 59" 70" 31.5 gallons per inch APPROVED IDE PT JUN J ZOQ7 bT 3E)Vd -1IIH Q36A b05LL69 6E:0L E00Z/90/90 BRAWLER 1-3180 124" I T'6' 24" Dia. 24- ow. e- THICK AND COLLAR SAND COUAR- 120' PRIMARY CONPARTMM moo GAL 110RKING CAPACITY 108' 3M" AP PRO F E VC qk ,f;is T[. ?,E TOTAL TANK FIAOD CAPACITY 3350 GAL y,+ C NORTHWEST CASCADE INC. CALL TOLL FREE 1-800-562-44 2 DRAWLER 1-2660 124" , I T6' 24' Die. 24` Die. 6" THICK SAND COLLAR SAND COLLAR 104" PRIMARY COMPARTMENT MO CAL WORKING CAPACITY 90` PR !ED 6" THICK , TOTAL TANK FLOOD CAPACITY 28SO GAL CV"" NORTHWEST CASCADE INC. CALL TOLL FREE 1-800-562 4442 • • L: >, • N N -► • C c cm r a • Q7 • V O tm • • � _O L a. cn • LO N • U M � • tB N • LO cn O • • • • • • • (D a) • I cu ,� � ♦ Boa. • ♦ 0 O • O ♦ • �� ` ♦ /� N U ♦ �/ ♦ U M c ` M ♦0 ♦ nl 3• M ♦ ♦ LO M O ` p. • d • N ♦ L J'�` �l �' `` • C ` o zo a F � E m morn � ♦ � o cod ca rn O mo rn a � � O mvC� a 1 CN OF aMC7 `° M c s + E m L � � r. LO .00�c� / / � o � U C) CL6 co O • M ccoo O /♦ S. ♦ • c"d ♦ • a f ♦ • o,(pElio 'a E � c co -o = o - + `` : c O. a O p, • VV�� // ` Cj ` • ca 4 ♦ + • �' ♦ cu E ♦ ♦ • 0 /♦ a; ♦ o � R • N O augcu c _ • _ • .o 0 / •• Z co :