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Safely and Buildings Division Counry W 201 W. Washington Ave., P.O. Box 7162 , M ISCOnsi Madison, WI 53707 - 7162 Site Address .? Apartment of Commerce Sanitary Permit Application Sanitary Permit Number In accord with Comm 83.21, Wis. Adm. Code, rsonal information Pe n ou provide Y P may be used for secondary purposes Privaev Law, s15.040)(ML Check if Revision I. Application Information - Please Print All Information State PI I.D. N ®t r 7 Property is Name `v �l arcel ber _ Property Owner's Mailing Address ) U :, rope Location S City. State �N, R/ Z Code Phone Number Lot umber Block Number \ Subdivision Name CSM Number � II. Type of Building (check all t a apply -^� ❑ I or 2 Family Dwelling - Number of Bedrooms C!\ cier^ ❑ Public/Commercial - Describe Use ❑ViilaEe- ❑ State Owned Townshi e -AA Nearest Road /t 1•� 0 t t M. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if app icable) l.J A. 1 ' % New 2 ❑ Replacement System 3 ❑ Replacement of 6 El Addition to For County use S ste Tank Ottly Existing system B Check if Sanitary permit Previously Issued Permit Number Date Issued 40 Y 3 z, o z N. Type of Permit: (Check all that ap i )(numbering scheme is for internal use) 44 ❑ Non - Pressurized In•Ground 24 Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other V. I)is ersal/Treatment Area Information: Design Flow (gpd) Dispersal Area Dispersal Area Sod Application Percolation Rate System Elevation Final Grade Required Proposed Rate (Gals. /Days /Sq.Ft.) (Min./Inch) Elevation sw wo 3 cn 3 VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Septic or lie ^q, T�� DDO 1q, e- x Desing Chamber O I o ,> U !t it VII. Responsibility Statement- I, the and fined, esponsib' 'ty for inst n of the POWTS shown on the attached plans. P is Name (Print) u s Signatuc / PR umber Business Phone Number Plumber's Address (Street, City, Sta ip ode)j 7 - VIII. Countyi'De artment se Only I - Approved ❑ Disapproved Salutary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) Surcharge Fee) ❑ Owner Given Initial Adverse Determination $ -So . -- ` �,� ZEDS , L1. Conditions of ApprovallReasons for Disapproval Attach complete puns (to the County only) ;or the system on paper not less than 81/2 x 11 Inches In size SBD -6398 (R. 05101) Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County. St. Croix Safety and Building Division Sanitary Permit No: INSPECTION REPORT 404958 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No' QEvISEo Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 3 1p(, . 1p. Permit Holder's Name: City Village X Township Pa�T-- o: Mi dtlin , Duane Glenwood Township 016 - 1069 -80 -000 CST BM Elev: Insp. BM Elev: BM Description: I co .6 1 1 1 f gam* I TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark I /o Dosing `t Alt. BM Aeration Bldg. Sewer '` S. 0 qlo •q'0 Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic f I I Dt Bottom > 5 9•qS 9z•4-S' Dosing t �< <, Header /Man. I ho , IL • 36 Aeration Dist. Pipe 1 , t,yo loo. 5a Holding Bot. System , 2 •'+D 99 • sc Final ade 1 PUMP/SIPHON INFORMATION L4 ,.,`(,t 6& Manufacturer Demand St Cover 1 Ia { �o feLl.fv(Z GPM 103. o Model Number - 9 11, w. _ t °to L101.10 loo.' �B' DH Lift Friction Loss System Head TDH Ft 0 . ZO 4.5 1 1 . os' Forcemain Length , Dia. Dist. to Well , 2 " 51 + S IL ABSORPTION SYSTEM E I IQH Width Length No. 9f-T•reaeh" PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ( 7 SETBACK SYSTEM TO P/L JBLDG WELL LAKE /STREAM LEACHING Manufac r. INFORMATION CHAMBER OR Type Of System: _. UNIT Model Number: �M t ~ b9 QS' ._-. v DISTRIBUTION SYSTEM - �,� a ,�- 3•vo = p Header /Manifold Distribution 4 le Size x Hole Spacing Vent to Air Intake w Pipe(s) 1 �' r t 4 ( �^ Length 3 .O Di. 2 Length 2.3 I is I 2 Spacing 3. x Ho 6 ' 8 �T SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil 0 Yes iE No ❑ Yes No i COMMENTS: (Include code discrepencies, persons present, etc.) Inspection 04:PA / I / 2- Inspection #2: Location: 339 270th Street Glenwood City, WI 54013 (SW 1/4 SE 1/4 2 T30N R15W) NA Lot 1 Parcel No: 32.30.15.488 1.) Alt BM Description = S.T. M ...W'_ 2.) Bldg sewer length = 2- a -amount of cover= 7 Zy , 3.)Contour= q�.3o'tS? 6 °� �* = lot.go) Pla re sio Required? Yes [X No 3 Use t er for dditional information. �1 Z SBD71 (R.3C97) Dfv,3 ) Date Insepctor s Signature Cert. No. Safety and Buildings 10541N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264 -8777 N VIrsconsin www.commerce.state.wi.us/sb Department of Commerce www.wisconsin.gov James Doyle, Governor Cory L. Nettles, Secretary January 23, 2003 CUST ID No.220728 ATTN.- POWTS Inspector CLARENCE L GLOTFELTY ZONING OFFICE ENVIRO -TECH SYSTEMS & SERVICE ST CROIX COUNTY SPIA N4955 SUNNY HILL RD 1101 CARMICHAEL RD WEYERHAEUSER WI 54895 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 01/23/2005 Identification Numbers Transaction ID No. 831062 SITE• Site ID No. 641129 Duane Midtling Please refer to both identification numbers, 2854 Cth Dd above, in all correspondence with the agenc Town of Glenwood, 54013'' St Croix County r x' SW1 /4, SE1 /4, S32, T30N, R15W FOR: New mound, 300 GPD `F ' Object Type: POWT System Regulated Object ID No.: 829362 Revision The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes _ and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in Eli chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10691 -P ( N.01101) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10706 -P (N.01 101). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound 1?Y component manual are complied with. A co of this information must be given to the owner upon p P completion of the project. Key item(s) • This a pproval is for a revision to reviousl a roved Transaction number 708242. The appro ved changes are: the s ystem is designed for 300 G PD instead of 450. This is an entirely new design in a different location (see plans). • The actual liquid level of the specified pump tank is 42" and the gallons per inch is 17.93 per product approval. The proposed pump settings have been adjusted provide a dose volume that is greater than 5 times the void volume and less than 20% of the design wastewater flow plus drain back. Note • Because the selected pump delivers 35 gallons per minute at the total dynamic head for this design, a 2" force main is acceptable. CLARENCE L GLOTFELTY Page 2 1/23/03 Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of COMM 84. • Maintain well and waterline set backs per COMM 83.43(8)(i). Consult the Department of Natural Resources for well setbacks and exceptions to the setbacks. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operatio r mainten nce of the POWTS. Sincerely Fee Required $ 60.00 �? r - Fee Received $ 60.00 Balance Due $ 0.00 Patri cia L Shan POWTS Plan Reviewer, Integrated Services WiSMART code: 7633 (715) 634 -7810, Fax: (715) 634-5150, M -F 7:45 am - 4:30 pm pshandorf @commerce.state.wi.us cc: Leroy G Jansky , Wastewater Specialist, (715) 726 -2544 V. MOUND SYSTEM DESIGN f . Residential Application INDEX AND TITLE SHEET Project Owner A 1/� 'L ► cl ` 1 vim_ Address C��� N /�/1 � Legal Description ' ) V%1 R LL) Township 6"Lobpd _ County S�1 , Cf-O 1 Subdivision Name Al g Lot No. Parcel ID Number Plan Transaction Number n ' Index and title sheet Page 1 y � Mound calculations Page 2' Mound drawings Page 3 -- Pres. dist. calcs. and laterals Page 4N 3ENCE % TDH and pump tank drawing Page 5 Pump specifications Page 6 Site plan Page 7 r' Turn -up detail Page 8 $3 Management plan Page 9 . J Designer CIqrpn IotfeItV License Number 220728 Signature 0& 114 57 Phone No. (715)868 -5831 Date h k VL s /d,« 709.;y7) o U n �o w� 9 1) C e,h-�-- S 131 - 10 9/ - CA/ . ©/ / Pagel of ,. 9 e- '.;�l 1A 40 A o //o� Typical Turn -up Cross Section Detail Finished Grade > > > > > > > > > > > > > > > >> <<<<<<<" <t<<a<t<t<<<<<<<<< ,<, <,<,t,,,,,, < 6" Diameter ,,,,,,,,,,,, <<<<t<t<<<<<<t<<t< <<t< Lawn Sprinkler > > > > > > > Y > > Y > 3 Y > Y > > t < t < < < < < < tta<<tt<tt<ttt<t< YYY Valve Box Y >>> < < < S S < t < S S < < { S < t S , y , , - , , > > > > > > > < < < S < < < < < < < < < < < < < t > > > > > > > > > > > > > > > > > > > > Soil Material <<< << t<< << t t t t t t S t < t < < < < < < < < t < t < t < < < < <<<< < <<<< <<< <<<_< Threaded " "' " " " > > ) > ) > > > > ) > > > > > < < < < < < t < < t < < < < < < < < < < t < < < < < < < < < < < < < < ) > > Y > > > > > s > > Y ) > r > ) > > > > > > a > > > > > > Y < _ < < < a < e < a t a t < < < tt<<t<<a<<<t<t<t= Cl eanout ' 4 " " " " " " " ' Plug < < t < < < < t t t < < a < a < < t < a < < < t t < a a < < < < < > > y , > , >) ' ' ' > ' ' ' ' )`'`'`'` Soil Material <<<t<<tS<<<<ttt• < < < < < t < S < < < < < < ) , , Y . T > > > ) ) > > Y > ) > 1 < t < t < < < < S < < < < < < < < < < < < < < < < < t Long Sweep 90 tt<<< or Two 45 Bends to Vertical Distribution Lateral -� Department of Commerce R6eEEIVIE&I ION R�F ©f of Satery ano Buildings In acco dance wrth Comm 85, 'Nis. Aa Code P P County com fete site plan on doer not less tha 8 , /2J�vnc e i Plan c :l "Bi*ude, but not limited to: vertical and honzonta reverence coint (BM), direction and Parcei I.D. - ,QSt�Wt slope, scale or dimensions, north arrow and �r NIN O t iICE to int crest road. � � -86- Please print ail imormarlon. iewed by Date Personal information you provide may be used for secondary purposes (PnvaaJ Law, s. t R 5.04 (1) (ml). %, . of 24vj ProperrLLwner Property Locanon ( � < 1l4 — 1/4 S 3 T 3a N R � S AA AA Property Owner's Mailing Address „ -12 Lot # 81ocx # Suba. Name or CSM# c� City State Zip "ode Phone Numoer '- ❑i V+Uzge �K Town Nearest Road &JUA �i I 013 1 IS) 8- b 1 �h w Ck i u ., New Construction User Residential / Numoer or bedrooms Z- Code derived design flow rate GPO ❑ Replacement ❑ Public or commercial - Describe: AIA Parent material 4 Flood Plain elevation if applicable A . A ft. General comments and recommendations �s S j '� ( CL � 4 C ZN Q ((�1 A I S k 1"' �kj t I S /S ❑ Q Boring # Boring (� pit Ground surface elev. -7 1 � ft. Depth to limiting factor �_ in. Soil Application Rate Horizon Depth Dominant Color) Redox Description Texture Structure Consistence Boundary Roots GPD /ft' in. Munselt Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 N 8� 0 lz3 3 � L o� �s�i�c t►-, v At- ems Z S s$ C' 1" za pzvul L — — + MV Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Reeox De cripaon Texture Structure Consistence Boundary + Roots GPD /ftz in. Munsell I " Qu. Sz. Cont. Color Gr. Sz. Sh. I •Eff#1 'Eff#2 I I Effluent ;;l = BOD > :U < .20 :r,g;L >30 5O mg:L _:fl :2 = BOD < 20 mg /L and TSS < 20 rtgtL y, Name (Please Print) Signature CST Numoer , / � a / ar � ess 0 Evaivalfn Conauc:ea T r / / / ��� �i.f/ /tl�V_ / 7'{ / �� 1: � ( /l-. / w "� /.S.fKil � ✓l✓ / ��VL ��� / / ���I ClrflJ 1 ............ ------------ - ........... ............ ............. ............ ............ .. . ......... . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . ............ 4� T ............. . . . ..... ............ ............ ........... ............ . ............. ............ 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I ............ .... .. .. ......... ............ ............ ... ....... ............ ........... CoLon ............. Cl nce Glotfelty oo Enviro-Tech Systems & Services 3 Cl nce GI elty t Services N4955 Sunny Hill Road d 7/, ............. Weyerhaeuser, WI 54895 A tLf 50* SEYW Sit 3R - r3C& R Oeoartmentcr SO IL EVALUATION REF©RT of Sarety and Swlcings n acceroonca •vim i.;,mm d5, ',vis. ,yam. sae ,,;unty " comoiete site clan an oaoer not less than d v2 x , ", incnes in size. P!an must CT 4 1 Y but not limited to: vertical and horizontal reterence court (eM), airecaon and Parcel i.D. te pertt slope, scale or dimensions, north arrow, and iocauon and aistance to nearest road. � /Dk 9 sb �I�l Pease print all inrormarion, i ,Reviewed by ,;ate Personal inforrnauon you proviae may ee usea for seconaary purvoses �Pnvaci Law, s. 1 .5.04 (1) (m 1). Prope caner Property ocattan 1 dj� i S 1/4St 1.4 s 3 3C) T 3 N R Is Property Owner's Mailing Andress t Lot # I Blocx # I Suca. Name or CSM# City State Zip jo ce Phone Number V :g Town Nearest Roac Ci I 54 43 1c 5) 8Gk t — 61 e,tiw 0 OCI New Construction Use:' Residential / Number or bedrooms Code denved design flow rate >C3 GPC ❑ Replacement ❑ Pubiic or commercial - Describe: N • Parent material ALC r Flood Plain elevation if applicable • / ft. General comments I (1, L and recommenaations: �s si � IC I�t? t�l CL v� -- 6 C N1.g I S LA Anpale t e- 5 e �S �Xi 51. w D fn P 05 e92 Sy 574 ate Boring # Boring Pit Ground surface elev. 7 • R. Depth to limiting factor in. Sod Application Rau Horizon Depth I Dominant Color Redox Description I T extLreT Structure Consistence Boundary Roots GPDlft in. Munseil Qu. Sz. Cbnt Color Gr. Sz. Sh. •Eff#1 •E.f#2 C, a 1 N I R ( I �Ci_ — — o • % I I f I ❑ Boring # Q Boring pit Ground surface eiev. ft Oeoth to limiting factor in. Soli Aobiicauon Rate Horizon Deotn Dominant Color Reaox Description Taxture Structure Consistence Sounaary Roots GPDIft _ in. I Munsed I ' Qu. Sz. Cont. Color I Gr. - Eff #1 •Eff#Z . j I I I I i I I I I I I Effluent T1 =30C, > '0 < =: =-- ,^c L = ft e t T2 = SOD, _ ;0 mgrL and TSS < 00 mgrL ' m Vae (Please Print) Signature CST Numoer �- ,+caress c:alua[ n C,;neuc•ea Telepnone Numoer ✓�5'�'��_�y it l yl v �l � �� 1 ��i�,- is eir r �C /� 8�'s 7��3//4� ° 71 -ALP; -:ffft�1 .............. ............. .. . . ............ ............ . . . ......... . ............ ....... .. ........ .......... . ......... . ... ................. ............ ..... ..... . . . . . . . . . . . . . . . . . . ... ... .. . . . . . . . . . . . . . . . . . . ... . . . . .... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. . ............ ........... . . . 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IJa ................. ............ i ... . ...... .. ....... .. ............ ...... .... ... . ....................... . ... . . ......... --- ---- .. .......... . ........... . ......... . ...... ... - ------- ......... . - ----- ............ ........... . . . . . .... ............ ...... . . . . ............ ..... .......... ........ f .. .......... ............ ............ ............ ... ............ ........ ... ........... ........ ............ . ........... . . . . . . . . . . . . . . . . . . . . . . . . . . ........... ......... ........... ....... . . .. .... ...... ........... ............ ----- - ---- . ..... ....... ...... ............ ........... ..... . .......... .......... ....... . ............ ........ . ... .. ............. .......... ........... ........... ..... . . ........... ............ ...... .... ............. .......... . ............ ............ .......... .......... .... ........... • ro 4.5 IL . ....... . . n V . ......... .. ..... ...... ........... ........ ............ ---- ------ . ........... . ...... i . . ..... .... ....... . ........ ...... .. ... ........ ......... ............ . ...... ........... ........... .......... . ................ — . . ....... ..... ........... ..._............_......«........... . ........ ... .. .. ..... .... .......... .......... . ... .... . .......... .......... . . . ............ A 4 cown ............ ........... W / I ............. a*6ce Gioffeity 8-SY Enviro-T ech Systems & Se rvices V .......... .. - 4/p/ N4955 Sunny Hill Road ............. Weyerhaeuser, WI 54895 J sc--, ig, - 1 3 OV p ASP , - ............ ............ ............ T. 9, C- - Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave. 19 See reverse side for instructions for completing this application PO Box 7302 /sCQ/1S //t Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302 Department of Commerce (Submit completed form to county if not (Priv y LAW, S. 15.04(1)(m)] 0) 1-777-- state owned.) Attach complete plans (to the county coy o ly) for the system, on paper not less than 8 -1/2 x 11 inches in size Count 1 Cr © State Sanitary Permit ❑ C ision to previous application State Plan I. D Num I. Application Information - Please Print all Information Location: S Property Owner Name Property ton ' MAR 14 200 2 S _ T50 ,N, ng(c Property Owner's ' Mailing Address ST Ol� Lo her Block Num r G FIC rY City, State Zip Code Phone Number Subdivisio Name or CSM umber ' II. Type of Building: (c eck one _ . �„{,, ❑ City l 1 or 2 Family Dwelling - No. of Be ms :� ❑Village • Public/Commercial (describe use) :_ V Town of • State -Owned �O r..,�_ r►t p r r.L. 21, ZM'-) Gl eAwpcd 1 Nearest Road � 7a �t i `� n -,� n V, r T D « _ ( (Z tt Paam ) III. Type of it; (Check my one on line A Check box on lifT if applicable) A) 1 New 2. a ement 3. ❑ acement of 4. 5. 6. ❑ A dition to System S e Tank ExistiripSystem $) it N er ate I ❑ A Sanitary Permit was previously issued D IV. Type of POWT System: (Check all that apply) l ` 4 wr ❑ Non - pressurized In- ground / XMou filter ❑ Gan etland ❑ Pressurized In- ground ❑ Ho g T ngle Pass ❑ ' Li ❑ At -grade ❑ bic Trea t Unit Recirc g O V. Dispersal/Treatment Area Information: jr 1. Design Flow (gpd) 2. Dispersal Area 3. Dispecs ea 4. Soil Applicaft 5. Percolation R7 6. Sys te evati 7. Final Grade Required Proposed Rate (Gals. /day /s ) (Min. /inch) Elevation HO' D - 0 O. /a - D3. VII. Tank Capacity in jrfotal # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons FGallons Tanks Con- Con- glass New Existin Crete structed Tanks Tan 1J?✓ �1 6 / ❑ ❑ ❑ ❑ VIII. Responsibility StatemgjR I, the undersigned, assume r onsibility or installation qf the POWT shown on the attached plans. u ber's Name (print) T YDF is Signature p MP PRS No. Business one Number rb A A AA / 'fYL a Plumber's Ad ress treet, , Statf, Zip Co e) 4W IX. County/Department s Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) ( Approved ❑ Owner Given Initial Adverse Surcharge Fee) /� Determination �jZS 20>77— X. Conditions of Approval /R asons for D'sgpp oval: SBD -6398 (R. 07/00) CFU_,,0 PLAO L> i �. �. i '� Y �� � �' 'AM.sq�, °n ♦ i -� ._ .... . ....._ .. -; �.... i .. _ �-- _ .�._ .._..__ .... . _ , t �. -.. - - -- .i r , , ..... i i , J f !: , ; ror sit : r .._._,....__ « _... ! , i ._ -- ... , i i i i - t -! I j O rnjo C.1 Clarence ce Glo tf el �. ty � Enviro-Tech Systems & Services t lII Sunny Hill Road Weyerhaeuser, WI 54895 Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD -1: (608) 264 -8777 �sconsin www.com wNw. s iscon i.us/sb w�wv.wisconsin.gov Departme,it of Commerce Scott McCallum, Governor Philip Edw. Albert, Secretary March 12, 2002 CUST ID No.220728 ATTN. POWTS Inspector CLARENCE L GLOTFELTY ZONING OFFICE ENVIRO -TECH SYSTEMS & SERVICE ST CROIX COUNTY SPIA N4955 SUNNY HILL RD 1101 CARMICHAEL RD WEYERHAEUSER WI 54895 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/12/2004 Identification Numbers Transaction ID No. 708242 SITE: .♦ Re ID No. 641129 Duane Midding d8r Please refer to both identificatio �nbers, Cth Dd above, in all corres on Ulu Town of Gle od St Croix County SWIM, SE1 /4, S32, ON, R15W P C FOR: New mound, 450 Com Object Type: POWT Sys Reg ated Object ID No.: 829362 AP The submittal described above has n reviewed for conformance w' app n Administrative Codes F and Wisconsin Statutes. The submi as been CONDITION APPROVED. The owner, as defined in 0 chapter 101.01(10), Wisconsin Statutes, responsible for compl' ce with all code requirements. The following conditions shall be met duri construction or i llation and prior to occupancy or use: SEE CORF General Approval Conditions: • This system is to be constructed and located acc ance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank t for Private Onsite Wastewater Systems" - SBD- 10691 -P ( N.01101) and the 'Pressure Distribution Comp nt Manual for Private Onsite Wastewater Treatment Systems" SBD- 10706 -P (N.01 101). • In the event this soil absorption system or of its ponent parts malfunctions so as to create a health hazard, the property owner must follow th ontingen Ian as described in the approved plans. In addition, the owner must insure that the operation, 'ntenance an onitoring duties as described in section VIII of the mound component manual are co m d with. A copy o is information must be given to the owner upon completion of the project. • A Sanitary Permit must be obtained in the county where this p ' ct is located in accordance with the requirements of Sec. 145.135 and 5.19, Wis. Stats. • Inspection of the private sewage stem installation is required. Arrange is for inspection shall be made with the designated county official i ccordance with the provisions of Sec. 14 . (2)(d), Wis. Stats. • The maintenance plan for thi yytem must be given to the owner of the POWTS. Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. ,. �. a. � �. � , � � �� i w �, ,�; .. �. K . � ^� �� ,� -�, ,: �� ,�► CLARENCE L GL )TFELTY Page 2 3/12/02 • Materials shall conform to the requirements of COMM 84. • Maintain well and waterline set backs per COMM 83.43(8)(i). • Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. • Provide frost protection per COMM 83.43(8)(c). • Holes must be drilled with a sharp bit and all burrs and foreign matter removed before installation. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, oper aintenance o the POWTS. Sincer Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Patric o POWTS Plan Revie ntegrated Services WiSMART code:'7633 (715) 634 -7810, Fax: (715) 634-5150, M -F 7:45 am - 4:30 pm pshandorf@commerce.state.wi.us cc: MOUND SYSTEM DESIGN Residential Application INDEX AND TITLE SHEET Project 1 G� T I I Ina o LILDTS Owner � �-!l Address ,�., � • "l I � - � a-•t - (� 11 Legal Description Lt nUA- SEA Seat, 3 oZ TSn/11' R1.50 Township C! >1 M U,,P c >[)a County Subdivision Name /V, A, Lot No. ..' Parcel ID Number 0/ _ 0& 9 --Yd -6 Plan Transaction Number i.T. - ±ovally Index and title sheet Page 1 ?F M ound calculations Page 2 Mound drawings Page 3 Pres. dist. calcs. an laterals Page 4 TDH and pump to drawing Page 5 Pumps ecificat' ns Page 6 PON NCE Site plan Page 7 Turn-up det ' Page 8 f Manage eZt plan Page 9 Designer ClqrencAGIotfelty License Number 220728 Signature Phone No. (715) 868 -5831 Date _ 1 11 Qt A LA i IO" d CN Page 1 of 9 P rWIA rf Id70�- CN o/ °�� MOUND SYSTEM DESIGN Complete red boxes as necessary. 750 gpd maximum design flow. Residential or commercial? (r or c) Slope Design flow rate gpd Depth to limiting factor in In situ soil infiltration rate o — gpd /ft Contour fine elevation ft Use standard fill depths? OR Design depth? Place X in box to use standard depths (24 and A +4 inclusive) OR specify desi� Center or end manifold Orifice density j /_,� Orifices per ft` �to or e> Orifice diameter in o., 25, 0.158, 0.188.0.210. 0.25, Lateral spacing it Use 0 lateral spacing for trenches. 0281, or 0.313 inch only. Estimated orifice space ft Not a final calculation. Number of laterals Pump tank elevation Forcemain length ft Outside bottom of tank. g ft Forcemain diameter In 1.5, 2, 3 or 4 inch only. ,Ao Actual I.D. DIAMETER CONVERSIONS SYSTEM SOLUTIONS 1/8 = 0.125 1/4 = 0.250 Design flow rate 5/32=0.156 9/32=0.281 3 Mgpd 3116 = 0.188 5/16 = 0.313 = Absorption cell 7/32 0.219 Application rate &area 7.0 gpd /fe y ft` Linear loading rate (LLR) Design width (A) ft gpd /ft . .. , Cell length'(g) _ ft Depth of cell (F) Sand filter J in Upslope fill depth (D) in Downslope fill depth (E) • Basal area required (gpd /infiltration rate) ft �* ' + Supporting components Topsoil depth lift in (/ Subsoil depth at center in Subsoil depth at cell wall in End slope toe length (K) ft Up slope toe length (J) ft Down slope toe length (1) ft Total mound length (L) Basal adjustment made. Total mound width (W) ft Project: Transaction Number; Pagc , of / �4 MOUND PLAN VIEW observation pipes (typical) J 1/6 B i� _ A = ft � ft : A B = ft I ... `'' >' J= ft W M 13 I = ft I K K = ft 1/613 = ft L _ ®ft M- ; typ. obs pe (anch securely) I = down slope dimension (" = absorption cell (AxB) J = up slope dimension = plowed area (LxW) K = end slope dimension M S + A ( 01- 6" MO D CROSS SECTION subsoil cap D = I in lateral topsoil G H E = in invert t � f �T. Oo?, ____ F = in elev. G = 6.0 in T ASTM C33 H = 12.0 in —M Sand Fill E syss !o /. ft y elev. ft contour 7 slope D = upslope fill depth plowed lay E = downslope fill depth Note: Absorptio ell media will consist F = absorption cell depth of aggregate and pi with laterals G = subsoil + topsoil depth at cell wall centered across AxB dia. The cell H = subsoil + topsoil depth at cell ce er media is covered with ge textile fabric. M Saved F Designer notes • -l6 ° ° a � • r r �► u o I i wi -1' V 'J Project: Transaction Number: Page 3ofq PRESSURE DISTRIBUTION CALCULATIONS Dispersal cell Width (A) ft Length (B) ft Lateral specifications Number laterals Orifice /lateral holes /, U Lateral length (P) o - 't o /31 a , - il *ex S - I� X •y I'M Orifice diameter in t�II Lat. dis. rate a gpm . ',►3 Sys. dis. rate gpm Orifice spacing (X) in Lateral diameter Pipe diameter Design options Design choice Designer must 1 in x Place X in red "X" one choice 1 1/4 in x box of chosen from the options 1 1/2 in x x diameter. provided. 2 in x 3 in X Manifold diameter Pipe diameter Design options Design choice arab 1 in x "X" one choice 1 1/4 in x Place X in red from the options 1 1/2Jn x box of chosen provided 2 I x diameter 3 in x 4 in x Distribution system contains: 4 Lateral(s) LATERAL DIAGRAM - CENTER CONNECTION Place correct lateral diagram by clicking in one of the drawing at right and dragging the diagram into this area. Force main connection via tee or cross to manifold at any point. Laterals are identical I? S O -Turn-up v f ball valve or IE X+W21 Laterals & force main of PVC Sch 40 of ea n out pl u g per COMM Table 84.30.8 Holes drilled on the bottom of the lateral. Lateral length (P) 37- If Lateral spacing (S) 30 �t Orifice spacing (X) in Manifold length 3 . ft Orifice diameter LE kjin in Lateral diameter in Forcemain diameter Project: Transaction Number: Pagel of 9 1127_7c: I i� ,f1�1� %A /U lC G/7055 - S I,IY �HO� A sc�c,� 14:: PYe. 'VENT'PIPF., 12" MIN. ABOVE: 1�f2�,7E: & WFATHER PROOF >_ .10' FROM DOOR, WINDOW 01' JUNCTION Box APPROVED lack FRESH AIR INTAKE -- WITH CONDUIT MANHOLE COVE - � FINISHED GRADE W / PAD LdC K F i WARNING LABS MIN. INLET FOi ,\ WATER TIGHT i GAS- TIGHT ' 4 BAPr-I_L. ZAB L A SEAL APPROVED FV4 PIPE EFFI_UCNT -f-- ALM JOINTS W /P /as' Fl L ER e ON PIPE 3' ONTO SOLID SOIL Q � C —( -- ... - 0F1 .* ::s: RISER EXI D - PERMITTED ON I IF TANK MANUFACTURER 3 APP VED BEDDING UNDER TANK HAS APPROVAL CONCRETE PAD ECIFIC Sl=1G� DOSE TANK MANUFACTURER: �G, NUMBER D ES PER DAY: � cl;�8 6.`1 TANK SIZES SEPTIC GAL. I Sf: ILUME INCLUDING DOSE GAL. �i72 x X92 xj FLT' 'SACK: I s GAL. ALARM MANUFACTURER: = te r AC I ES: A = Wig �HES = GAL MODEL NUMBER: 1 v SWITCH TYPE: B = 2 INCHES =GAL PUMP MANUFACTURER: tee. al 1 y �` INCHES = (p, GAL ' MODEL NUMBER: SWITCH TYPE: bl o D = INCHES = GAL REQUIRED DISCHARGE RATE/ GPM PUMP & ALARM WIRING AS PER ILHR 16.23 WAC g D VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE . FEET + MINIMUM NETWORK SUPPLY P S URE . . . . . . . . . .5 FEET + - y FEET FORCEMAIN X .�FT /100 FT. FRICTION FACTOR . FEET TOTAL DYNAMIC HEAD = . o FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH I �- 5' WIDTH LIQUID DEPTH y �, SIGNED: - LICFNSF NUMBER: DATE: 1/88 /� e 5 9 r . .. . . ....... ...... ...... :.......... . { : ......... _ :.......... ; .. _J.. • .... _ .« . ........ ................ 8 ........1.................. } { ...... ......... _.. _ 2 } ....._gym...: • ......_ ........ ,,., . ........ CC . ......... ............................... ........_..... , . ................... „� ..�; �..................... t.._ . ' j........ _. . ............................_ .. ........... ............................... .......... ......... . ..... . . . . . . . } . . . . . . . . . . . . : . . . . . . . . . . . . ..... . ! i �0....7 i J ........ ............ .....w............ ,�, , .......... e _.. . ..�...,._..._......I:......._. o : .......... r.... _....._' ......_..t ............._..._ _:._ ................. ..... «.. :.... ! i _ _... It .... . ... . . _ . . . . . . . . _ _ . . . . . . . . . ....... ... i . i i i ! } i : i .......:....._...._... _..._...t..._.. «......_._ «.s.._ . i Y.....__._._ ........_«..._._ ...:.......... . —.. ..... ! .. ........ « d__......._:_ ...... .i«._._.... :_........_... ....... ........... t i i ; i i i i _ . ..... «._ «.... «.._w............' ' I r_.._......}......._.. a.«.....««_ ........ i ............ .: ............ ............. ! ! I ! I ! I ...... _... �......... ..I �............ f ........... . __... .......{. .. ..... I i ! i .....�...._. ..... ..... i .. ......_........ .........i...._.._.........._. . ^ i i i i ............ :............. ........ .... ....... ............... .....i...... .... a._... ...... :............ r._ ......... i..... .:.: ........_.. ..... s / _ . ............ :.........................:_... M t l ............... r ! i i ..... ..... .... «_.........a.- ....__- ! . _ ..... .......... i . .... .. ...:.............:.........._:. i w i ! i i .............}............:.... _.:..........«.:. ..._......:............ 5....._. ' 5 rt } I ! i ............ : .............:............:. ...........s............:...... : t r ............yf....)... ... r� 5 .� i y ......: ....:... ...: ...... . ......... ..:.............•. •► �I ! ■ .'- ..........:............. o nut's _........ Clarence Glodelty .....••..... Enviro-Tech Systems & Services —•' N4955 Sunny Hill Road Weyerhaeuser. WI 54895 .... ....... M R T irk i HEAD CAPACITY CURVE ` MODEL "98" I x 6 v m C + + � 4 4 3/16 � 10 2 5 1 1/2 -11 1 /2 NPT 0 U.S. GA&NS 10 40 SO 50 70 80 LITERS 80 32 s0 240 0 FLOW ER MINUTE TOTAL DYKVM HEMMOwren EMUU1TANDOGWAT1111M CAFACTTY 12 HEAD UNITSMIN FEET METERS GALS LTRS 5 1.52 72 273 10 105 61 231 1s 4.57 45 170 4 3/16 20 6.10 25 93 . I • L odi v advw � 27 1 -1. - CONSULT FACTORY FO_ R SPECIAL APPLICATIONS Eleclricai alternators, for duplex systems, are available and Variable level float switches are available• for controlling single supplied with an alarm. and three phase systems. • Mechanical alternatom for duplex systems, are available with Double piggyback variable level float switches are available or without alarm switches. for variable level long cycle controls. SELECTION GUIOE Standard all models - Weig 39 lbs.. '/: H.P. 1. Integral float operated 2 pole medurnicat switch, no external cos rol required. 2. single piggyback variable level float switch or double piggyback varia level. 9634d4a Control Selection OW switch, Refer to FIAO477. Model Volts-Ph Mode Amos Sim lox Ou lex 3. Mechanical allemalor 10.0072 or 10 -0075. M90 115 1 Auto 9.4 tort &7 — 4. $ee FMOTf2, for correct model of Electrical Alternator. E•Pak. N9 113 1 Non 9.4 Zor2 a 6 3or 5 S. Control switch 10-0223 used as a control activator, specify duplex (3) or (4) 090 230 1 Auto 4.7 1 or 1 d 7 — float system E9B 230 f Non 4.7 2 or z b e 3 or 4 4 S 6. Four (4) hole J -Poll. Junction box, for watertight connection or wired -in skilploi oa duplex operation. 10 -0002. 7. Two (2) hole J-Psk for watertight connectkxl or splice. CAUTION 'De "OnCom inedonelana.FM0s14•pkgybm* AN Installation of controls, protection devices and caking should be done by a qualified Wlieblel"dS*Ndws. FMd FMer66; MerhnestAtymsbr F16101l t Stanpi licensed electrician. AN N•ctrigl and sa(stT codes should be followed Including the most Saws" Basins. FM0447; std Sho Phase Sknowx gnnp C Srslenw, FM073Z � recent National ElecUie Co;' a (NEC) and the Occupational Safety and Health Act (OSHA). ` RESERVE POWERED DESK 4 For unusual conditions a reserve safety factor Is engineered into the sign of every Zoeller pump. c -.- MAX T0: P.O. BOX 16347 � DElLEA' �,� . Ro O SNIP TO: 3649 Cam An Road 1 z1o, I.Mino lr. xy 40211.1961 4 iu�vs Sou /a9.9 Yczl IP !O. (W21 776.2731 • 18WI 928-PUMP G a FAX (Sa?l774.3624 Typical Turn -up Cross Section Detail Finished Grade > > > > > > >t > > >) > > f > <<< 6" Diameter f<ff < < < < < < < < < < < < < < < < < < ) ) f ) S Y > Lawn Sprinkler >` >`,Y` >` >` <'<'<Y< Valve Box Y > > • • • • • • • • • > ) > > < < < < < < < S < < < < < < < < < < <' <' <'• Soil Material ' <' <'< , Ye > > > Threaded <<<< <<<<t<<<<<<<<< > > > > > > > > > > ) Y > > > < < < < < < < t t < < < S t < <t<t<<<S<<<< <<<<< Cleanout " " " " " " " " ' > ) ) > Y > ) > ) > > > > >: > > ) < < < < < < < < < S < < < < < < < < S t < < < < < < < t t S < < Y > > > ) > > > Y > > > > > > > > > Plug ) > > < < < < < < < < < < < < < < t ) > >:,'>: Soil Material > <> > } > > > > > > ) > > > > Y > < < < < S t S S t < < < < < < t Y Y > > > > > > > Y > ) > > > i t < < < < < < < < < < S < < < > Y > Y Y Y Y > > > > > > > > > > > > > > Y > > Y > > > > t S < < < < c < t t S < < < < < < < < S < < < < < < S < < > > > > Y ) > > ) > > Y > > > > > ) > > ) Y Y > > > > > f < t S < t < t < 4 < t < < < -< < < < < < < < < < < > > > > ) > Y > > > Y Y Y > ) < < < < < t < < S < t < < < < < < < < < < < < < < < < > > > > ) > > Y t < < < < < < • • ' • • • Long Sweep 90 ' ' ' ' ' < < <<< >) >Y or Two 45 ` ` Bends to Vertical Distribution Lateral . PA41= cjr-9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil conpaction may hinder aeration of he infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched for frost protection. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure testis peformed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [SBD- 10572 -P (R. 6/99)] and local or state rules pertaining to system maintence and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. Continaencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be repaired or replaced immediately with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or removing biologically clogged adsorption and dispersal media, and related piping, and replacing said co 9 P components 9 s as deemed d necessary to bring the system into proper operating condition. Questions on the operation or maintence of this system should be directed to your county zoning or health inspector. �J�. Cc-o�x Z or>,i� 715- 38to` � CoSO e— Wisconsin Department of Commerce SOIL EVALUATION REPORT Page \ of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code S-r , CCLX y ' Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. G percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information Rev' wed by Date Personal you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).y a Property Owner Property Location ! IZ dF �U�� : �V`P�1Ll� ►�"1 br Ll jV C, GG 1/4 S 1/4 S 3Z, T I N R NS E (o W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 2- O Tj} ST • -P uS t� CS►^�I City State Zip Code Phone Number ❑ City ❑ Village [a Town Nearest Road 1.il�DVtl✓L� I.v� S�o� -Y� (�1S► 64�- 3 <t1 Gt_ L-JO 0t) C-` T:) r-) New Construction Use: Residential / Number of bedrooms Z Code derived design flow rate 2S 4U GPD ❑ Replacement ❑ Public or commercial - Describe Parent material - b PAS OU l�Z T! l.l. Flood Plain elevation if a� , 'rte General comments and recommendations: L Q U "'JA W ' �► 6 S o y �ts`nzt8ul�v �,nzrrij' A 1 l by 01 U )� 1 i" of s i t=t(� , -1 rR i ❑ Boring ❑ Boring g 1 factor Ia - Pit Ground surface elev. k)(3 •l7 ft, Depth to limiting OF-f 10r' oil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roo , GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 - -7 10" yL 3 13 - S 1 1 Z`E'D 1r \ `A c. �., ... Z `� . S . b -z. 1 0 1 11L VIY S l l - Z`Fs \ i►- C_ ki 1 -S .Y, 3 ZS S y S'iz 31 �'!�' �.S�SZSl8 L -5d •o ❑ F Boring # Boring 1 Z, � 0 Ground surface elev. 2 ® Pit ft. Depth to limiting factor in. P 9 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I I *Eff#1 *Eff#2 0-8 1 p`� IZ 313 s 1 Z'F°11� yl U '�1 C1N 2 `� • S �oLip-WY - sal Z-�sbk Y ew \\4 S -� S Ll Q 25 1 ' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 _< 150 mg/L • Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) S' nature CST Number Arthur L. Wegerer .O l- 31q 220254 Address W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number 421 N. Hain St. River Falls, WI 54022 `Z - 13 -W 715 -425 -0165 M �DTLIiV G Parcel ID �L�Jy�lti G Z 3 Property Awae� - Page of F Boring # ❑ Boring 3 ® Pit Ground surface elev. qQ • C) ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 0-7 1( -1 fL 3 !3 S) � Z`�'`3 )^ Y►'I U`P1� �S Z `� , 5 ; g� y c . � n t . 3 ZLI �.$ /IZ y! L Vc-s br 1 4 3b -38 S LiQ_ i- �V- - SYPS - L Dw► m\jft- - .3 •S` D Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft= . In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Boring # ❑ Boring El Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L„ The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD -9330 (86(00) t PLOT PLAN - Page 3 of 3 Scale "RM* -1 6-rL, too o'or., 8' ri-i; �3� "Di pvC P1Pe J � g8_ �O NtiT CDhp'R�' _ O l SIUZD 'Ri'j S 1 LL 1 8m *-1 S e Q. 3 6 Z y' �i la0'tM" OFF C.L-LL -1�Lu dr- ! u 1. S' � 2 Z u 4 M O O �!Z m 2.g 0 T-) gT , $' 715- 425 -0165 220254 C) _3 l� CST Signature Date Telephone No. CST No. Job NO. ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND ' OWNERSHIP CERTIFICATION FORM OwnerBuyer Mailing Address 3 2 — D DOS Property Address a S bb (Verification required from Planning Department for new construction) City/State Parcel Identification Number LEGAL DESCRIPTION Property Location S, ` /4, Sec., TDN -R `� W, Town of Subdivision 0 Lot # Certified Survey Ma , Volume . Page # Warranty Deed # 10L g 7 0 . Volume Page # Spec house ❑ yes ❑ no Lot lines identifiable yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system - 'The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a mastorplumber, Journeyman plumber, restricted plumber or a li cense d pum per verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 of the three year expiration date. • SIGNATURE OF APPLI DATE OWNER CERTIFICATION the owners) of I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) ' roperty described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT DATE y « « « « «« s «s « «« Any information that is mis- represented may result is the sanitary permit being revoked b the Zoning Department. «s Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed ij o lof a tod t U, � i f i I i - - -- - - - - - -- - - -- - - -- - - - - - -- -_ .._- - - -- -- - -- - -- -- - - -- -} -_ _.. - - i Ij f C i I {i { i I � ii j it , I �1 ynl a 818PA(;E 485 STATE BAR OF WISCONSIN FORM 1. 2000 WARRANTY DEED 6693 7601 DocumemNtunber i"A l riLEEN H. WALSH This Deed, made between kit (31STE R OF DEEDS ; ri;,a -,; Co., WI Daniel J. Tuttle and Katherine S. Tutti huaband and wife RECEIVED FOR RECORD Grantor, 01-- 7, !-2002 5:00 FM and Duane H. Midtling a single person YARRANTY DEED EXEMPT ?1 CERT COPY FEE: Grantee. CUPf 0 FEE: Grantor, for a valuable consideration, conveys to Grantee the followin g TRANSFER FEE: . 00 PAGES "o rcE: : 111,00 described real estate in St. Croix County, Stale of Wisconsin (the "Property ") (if more space is needed, please attach addendum): The Southwest Quarter of the Southeast Quarter (SW 1 4 of SE lt) of Section Thirty -Two (32) , Township Thirty (30) North, Range Fifteen (15) West, Town of Recording Area Glenwood, Name and Return Address Title One Premier Group 706 19th Street South Hudson, WI 54016 TOPGii 3184.13 16- 1069 -80 -000 Parcel Identification Number (PIN) Together with all appurtenant rights, title and interests. This is not homestead property. (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except Roadways, Easements, and Restrictions of Record. Dated this _-/dN - day of January 2002 . s + J. ( the Da * katherine S. Tuttle AUTHENTICATION ACKNOWLEDGMENT pt Y p STATE OF WISCONSIN ) Signature(s) ss. 6 St Croix County. ) authenticated this day of Personally came before me this day of P January , 200 the above named • panic, -- J, Tuttle and TITLE: MEMBER STATE BAR OF WISCONS W. = Katherine S. Tuttle (If not, to me known to be the person a who executed authorized by §706.06, Wis. Stars.) the for oyng ins ent knowledged the same. THIS INSTRUMENT WAS DRAFTED BY `` a lm ihl 1 roeec.L t Nota Public, State of Wisconsin My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or aoknowled ed. Both are not necess De amber 12 0 [ *Nam= of persons signing in any capacity must be typed nr printed below their signature. WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 1 -2000 ttomcy Michael H Forecki 1830 Brackett Ave, Eau Claire WI 547014627 Phone: (715) 835.3029 Fax: (715) 8354112 Michael H. Forecki T4785010.ZFX 5 Prcdh,ced with bi Fc m^ by RE F—NOI, LLC IW25 Fiftw Mile Rood, Clinton Townshlp, M rhgan 48035, (900) 393 -9806 ,... .. \ Oi999 Cloud Cortoaraplticr, hr. St Cloud MN 56301 ... d. • . i SEE PAae 70 + DUM COUKIY 2 1 2 S . 1 b e# 2 -& Ova P.1.14 l Hkl nb6un n •• 1 Wanda 1 `�� • Melvin 66'8 2735 F3 63.1 lsl 151 John J ackelen & tu d • c 6 3 3 4 5 6 3 4 c 6• 1 4 5§ 3 4 5 6 D 8im�n9on 4 •s 5 n e b..a 6 3 Bush Thomas Jackelen Je frey & I Manly. & or6a 6i • Emma Nitchey k Marilyn Ma N. Lawrence Lake Michael & - 12 &Herman Pitt Dale & Majerus 135.5 10D 8 F Enid Bahnub Sch 3s Schug • us r Sarah Casselli >,� • 1 9 J oann R 7 111 9 9 R 7 10 9 117 7 111 9 % •7 10 9 R 7 10 1 Berends 111 Joseph 257.51 436.2 207.9 116 234 4 3 Jackelen hs X n• W 146 Little 100.2 x t: CENTRAL 217 N Harold & 173.2 Kevin & w. • Steven Bushy pJtme Stack • P! & Patricia Rodney & Roxanne Croes Lake 80 92 Clarence & John David .a � r Warner Marrietta Richard Ernest 3s3 Fw Gabower o Gordon & 107.5 Marcella &Judah Judith Genevieve Severson +9 Carol Adams Sweeney �� y 158 o Schug klad &]aaim &Patricia ackelen itm 126.4 • • 114 . • Prinsen HelgevoM Hello -1 Bacon J • it etas Frank & Frank ' ' Thomas & y r6s RR ny >e • Gera) Mitch �cdaert 152 !� 80 '8 Helen Peter & Ile Donna Warner Lynette Schug m A 6&.5 ,g 80 Robert 3 a • Stansbury & Courtney Warner .-. D &lew - Y € Ronald & 151 160 Stoner g � • y & Melodee 160 200 160 Dine Boole Kenneth 226 Forrest 76 203.3 s.n,am 1. 65 m a za A u' Maes O Peter & Sheila ee 8 • 160 Donald Stephen & c James & L Anderson & Mary o�i9on 0 k Gladys Bone E u 146 ' • Wayne & Newcombe Robert • Bonte • a g ^� N �' J • etal 2 Torleta 30 Wesley Trust Jeffrey & 68.9 80 v Kj � � (y Fart & Joyce David &Theresa Christopher . Fritz Aspllmd 160 Sheila Wagner 40 + o • w � Nyman Yoder H°t6nan & 1� l� & Phye' Q 159 71.2 EktR 5 • • 77.2 7 79 _ r • 2 59 Nichols g k o MarleneGoossens 40 N 38 0 Richard • = b �+ Rose Luks Gregory Z B � ` • rn s • w & � vt` - .= 1 a •K Susan 38 3v RO 159 & Grace Robert &Theresa o ae o Desmith ow 38 • _ �•' Obermueller Obermueller •• o g 110 80 Rhomdless 70 Robert Wesley . Soya & L o Swven ry Ikr m e ra I d W Palewicz Tuttle a.- Ynr C4 leg 233.7 •tt • . 39 40 Barrin er 74 is 426 1 160 ° v 97.2 T 4 1 � 80 Lewis lames Jr & William m w Wayne 90 Schoen is Elwood 39.5 & Bmita • a John Dona Weytr p `a oy ��°Oe�i Peterson 217.4 Gibson 80 M�iSke > ° � Trost Moe 3 merald Land ,, 1, a,ael R I - , ° s David & Fr Corporation Timothy Anderson 80 160 t c�ery lla ' >,X 40 •v € ed & Barbara Theresa 79 119.2 Dilllkman 120 • • • w as 3 1 Q 9.5 f� Hoffman g Rodney & Larry & • • Frank. • D.r a,el & r :i • Eu sor & 60 Sharon 40 l osepn & G N Harriette Schug Kris olunan 1� Kraig & e &7 MeB Susan Mderson " Charlene Drexler .R Ella h # 69.5 `"^ v k o ' Hess Lavern & in 69.4 gp Allen, & Maureen +7 Jolene 78 8 ' ;i t] Ohman Ardys Konder Clifford & V • Laberee a & Lofty 167.6 m ^ John Moe warner a v Jean Anderson 40 142.5 12 Q1 Acres $ 212 o. 200 77 80 121 r 132.7 40 a • Inc 1 >s _ '70.1 183 ?t Wayne & C 198.1 Steven Thomas & •716 David . go Tutee • 8 & Jod Linda Weber K X 9s David & Robert Michael r✓ y c6ad & G Granica amen f3 w sacred& Smith Katrina Nora Shirley H hen. & Evelyn 1 % „, wOl a 124 ae,meat s3 Ames m 83 P40 Schroeder Forrest Orton 120 swu a 80 • • H n • - &x a • a0 r 37.s , s•x rn xa +. +.6 • - r. . m G � °. JJ- && David Schroeder 155 O &'drys v _ ' M . S . Keith � - • � w Betty 8 D M &P Ihaxlc 78 Clarles v d , John &Rose 6ss B Francs & &Joan n Ilan"n Luann Buchi S ,y Monson McCutchin 170 a F x7% Evelyn Obermu er Desmith U 5 218.5 J4 7 ti 80 c ] - 4A Hopmann 70 • M Q) 80 140 3 • g0 Pa- a U 7 26 c t!D • D 7r & 4.9 Q Joseph & James do Patricia z .'e .R Melvin, Duane & Blue "'� Gloria Walz Christensen G L E N W 00 D 6B Eileen Schreiber Ora Rose Mundt W 120 18 ° = David R Mo.. Walter •° CITY 119.3 lie me8� t City of ^' £ ' ,3 80 40 &Patsy wadt 40 Albrecht • Glenwood City o C i 8 � • 60 40 t" 3 Burlei & • Bruce iH s� 6tl to n • a !;t e & Bonnie `•� • David & G t. r „ t •^+ �� K rider 31.8 S Paul & �' Donald & rthouse • . s Theresa Hoffman h +' h +a •s... M &ec t a.6 B Randy & a ,+ = Debra s f Julie Frieburg • Y 120 61.9 to Bonnie Doris Bruce 115 LeMay & Wagner Andrew T °y,•y Dean • Scotty & Kristi Gunderson Thompson o Konder Sherrie Solberg Dahl 115 d 3 . �� Teigen Lt 6 j 65.5 Teigen 72 a 80 40 u x' ' Donald c 60 180 k •R m Hagan 114.7 x ,> Robert & 36 & Juanita 0 Beverly c _Velma Croeb Terry & Rehwaldt 9 Z N Brearley Terrance & _ g Scotty 78.5 ,- 1 r E 281.5 D Deanna McGee -° ° 45.e V 0, 4'. o Cynthia 19.7 < & Kristi 80 srever lames td L Z Wo 12 Ar56 o c $ 1 & • • S F 371 t+e 1 .,,,, ;h , �. KusOek Teigen Robert Crosby &Mona K• Tuttle Ti an M • a&n 40 162.7 80 Ja 40 �trR ^ � DD 2700 200 21 SEE PAGE 4V 3000 3100 3200 3300 ; k t 'e' At4z T • r.- e`3 A ! 1 �y'ti� t• >r ,', 2° '`�' � �s �.,� t ,,:= t ?' ''r3,J et^l. � ^�.- T ;. u y r�; 1��s �Zs a MOUND SYSTEM DESIGN Complete red boxes as necessary. 750 gpd maximum design flow. Residential or commercial? ©(r or c) Slope % '7�yo Design flow rate gpd Depth to limiting factor � 0 in In situ soil infiltration rate .s gpd /ft Contour line elevation ft Use standard fill depths? OR Design depth? in Place X in box to use standard depths (24 and A +4 inclusive) OR specify design fill depth. �-�-Z 0FJ- C- Orifice density , GFifiee6 per ft Center or end manifold (c or e) Orifice diameter i i — 0. ,29, o 0.3 3 Inc only. , o.2s, 0.281, or 0.313 inch only. Lateral spacing ft Use 0 lateral spacing for trenches. Estimated orifice space a ft Not a final calculation. Number of laterals Pump tank elevation ,. ft Outside bottom of tank. Forcemain length ft Forcemain diameter Q in 1.5.2, 3 or 4 inch only. — ; , I .0 p Actual I.D. DIAMETER CONVERSIONS 1/8 =0.125 1/4 = 0.250 SYSTEM SOLUTIONS 5/32=0.156 9132=0.281 esign flow rate ]gpd 3/16 = 0.188 5/16 = 0.313 7/32 = 0.219 Absorption cell Application rate & area I.0 gpd /ft' ft' Linear loading rate (LLR) gpd /ft Design width (A) - ft An Cell length (B) ft Depth of cell (F) in Sand filter Upslope fill depth (D) in ZZ( Downslope fill depth (E) 1 in Basal area required (gpd /infiltration rate) ft Supporting components Topsoil depth 3.0 in Subsoil depth at center 9.0 in Subsoil depth at cell wall 3.0 in End slope toe length (K) -S i ft Up slope toe length (J) , ft Down slope toe length (1) , ft Basal adjustment made. Total mound Wngth (L) It Total mound width (W) o t Project: Transaction Number: Page ;of 9 .. *0 Ar . I 5 � MOUND PLAN VIEW observation pipes (typical) 1/68 :t A� B= ft X. J W M = i► 't B I ft K K = ft 1/6B = ft MV L —� LN typ. obs. pipe (anchored securely) I = down slope dimension [' = absorption cell (Ax J = up slope dimension =plowed area (LxW) t K -end slope dimension M : S +A 6" I T MOUND CROSS SECTION subsoil cap D = in lateral topsoil G H E = in invert - -E ft - - - -- _ _ - -- F = 1 1. in elev. - F G = 6.0 in T ASTM C33 H = 12.0 in M — C San E SyS` a ft elev -- f7 ft contour a slope D = upslope fill depth plowed layer E = downslope fill depth Note: Absorption cell media will consist F = absorption cell depth of aggregate and pipe with laterals G = subsoil ± topsoil depth at cell wall centered across Axi3 media. The'celi H- subsoil + topsoil depth at cell center media is covered with geotextile-fabdm < M - ;�ydd�. � sad �� fl • Designer notes .� il- 0 CU A ray 9-eA s o -4 o Project: Transaction Number: Page 33f? PRESSURE DISTRIBUTION CALCULATIONS Dispersal coil Width (A) ft Length (B) Q ft Lateral specifications Number laterals Orifice /lateral holes Lateral length (P) ft x �/ 7 ri ��^ e-e _ Orifice diameter I in Lat. dis. rate _, gpm Sys. dis. rate gpm Orifice spacing (X) in Lateral diameter Pipe diameter Design options Design choice Designer must 1 in x Place X in red 'X" one choice 1 114 in x box of chosen from the options 1 1/2 in x x diameter. , provided. 2 in x 3 in x Manifold diameter Pipe diameter Design options Design choice arab 1 in x 'X" one choice 1 1/4 in x Place X in red from the options 1 1/2 in x box of chosen provided. 2 in x diameter 3 in x 4 in x Distribution system contains: 4 Lateral(s) LATERAL DIAGRAM - CENTER CONNECTION Place correct lateral diagram by clicking in one of the drawings at right and dragging the diagram into this area. Force main correction via tee or cross to manifold at any point. Laterals are identical P �L O - Turn -up udball valve or I+ X— �IEI sl2 W2 +I Lateras & force main of PVC Sch 40 oleanoutplu9 per COMM Table 84.00 -5 Holes drilled on the bottom of the lateral. Lateral length (P) -- a ft Lateral spacing (S) 3.0 ft Orifice spacing (X) in Manifold length ft Orifice diameter in Lateral diameter in Forcemain diameter in Project: Transaction Number: Page of 9 'ic 277C- 11DU&P 4LYIc Cj7os5 - 56cary ('Rd- -�s 5 � 4" pyc VENT PIPE, 17." MIN. ABOVE GRADE, E WEATHER PROOF _> .IO 0 FROM DOOR, WINDOW 0R' JUNCTION Box APPROV ED 6c FRESH AIR INTAKE — CONDUIT MANHOLE CM - . —� W1 PAD LdC K FINISHED GRADE WARNING LAI �_F l � _II MIN lo ll I - INLET !`noat� i ,\ WATER TIGHT GAS - T TIGHTS 4�' p� •� �-i3�Fr -'( -tr ZAl31 -L A SEAL APPROVED P PIPE E FF -kk —I-- ALM JOINTS W /P /a � F(L 1 LR ' T i r• ON PIPE 3' ONT SOLID SOIL A= I • -- ,, -0 1' 1' _` RISER EX D -- PERMITTED 0 IF TANK MANUFACTURE HAS APPROVA 3" APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIF 6t5?fle JOSE TANK MANUFACTURER: NUMBER DOS PER DAY: • 9 TANK SIZES SEPTIC �� GAL. it Sf: VUTAIM}: INCL DOSE GAL. �jx.rA2 FLT' SACK: GAL. z3.a r + by� y4� ALARM MANUFACTURER: CAPACITIES: A = 1 ;HES = A MODEL NUMBER: v SWITCH TYPE: 1y B = 2 INCHES = GA; v PUMP MANUFACTURER: e a, C INCHES = GA', MODEL NUMBER: �►�e� SWITCH TYPE: ��,,,, �1.61� Fi o q �' D _(� INCHES =g . ; GA] REQUIRED DISCHARGE RATE =v GPtl PUMP I ALARM W RING AS PER ILHR 16.23 Wf VERTICAL DIFFERENCE BETwt; N PUMP 0 F AND DISTRixkU I N PIPE ' FEET + MINIMUM NETWORK SUPPLY PRESSURr ,5 FEET + �_ FEET FORCEMAIN X .0'�f T /100 FT. FRICTION FACTOR FEET TOTAL DYNAMIC HEAD = INTERNAL DIMENSIONS OF PUMP TANK: LENGTH L_; WIDTH 7 V D 1AN &TE-ii --- LIQUID DEPTH SIGNED: - LICENSE NUMBER: DATE: 1/88 /� e 5 9 t -;'e d . ;: HEAD CAPACITY CURVE 333 MODEL "98" a ► I I = 6 3 5/8 . U m ;g — O � 4 4 3/16 p A F 10 2 S 1 1/2 -11 1/2 NPT 0 l U.S. GALLONS to 20 40 So 50 70 80 LIiFRS ao ao 240 0 � $ FLbW ?aR MINUTE �3 le TOTAL OVWAaCHE4oF tOW Pen Mea1Te tM &PLUINTANO0 V911M CAPACITY 1 Z HEAD UNITSIMIN PERT METERS CA n 2" .S LTRS s l.sx 27J t0 2.05 "1 231 1s 4.57 4s i7o _ 4 3/16" 20 e.10 23 8-s Loci Vow tKl In ' CONSULT FACTORY _ SPECIAL APPLICATIONS Bectrical alternators. for duplex systems, are available and Variable level float switches are available• for controlling single supphd vita an alarm and three phase systems. • ._Mechanical alternators. for duplex systems, are available with Double piggyback variable level goat switches are available or without starts switches. for variable level long controls. e co fro s. • SELECTION GUIDE Standard all models • Weight 39 lbs. • +/: H.P. 1. 11011 operated 2 pole ltteetullieai switch. no extemst control required. !a 3edes Control SeleeUon 2. S11S114111 piggyback variable level float switch or double piggyback •rsrisble level. Iloal switch. Rater to FfAC477. Model Voib -Ph Mode Amos I Sim lea Duplex J. Mechanical alternator 10.0072 or 10.0075. M95 115 1 Auto 9.4 1 or 1 &7 4. See FM071Z for correct modei of Electrical Alternator. E•Psk. Its 1 N on 9.4 2 or 2 b e 3or4&5 S. Control switch 10-0225 used as s control activator. specify duplex (3) or (4) Otto 290 1 Auto 4.7 1 or 1 b 7 — float system e. Four (4) hole J•Psk junction box. for watertight connection or wired - in E94 230 1 Non 4.7 2 or 2 b e 3 or 4 b s sirmiex or duplex operation. 10-0002. 7. Two (2) hole J•PsK for watertight connection or spk L CAUTION PsrYMNwrerwan• ddltlerWZe•/ rpegrcts� //rlsetMOganComOMutlonBt•nv FIb514; AN Installation •f Cantrell r I � P497� . P d•Ness a l b Otd axl wkloq should e dons by s qua II VA 6011101./wl3wNd" FUNTP, EWMWANOMMW FM04te; M•dwmW All•malsr, FMO495;sumo licensed electrician. AN electrical and lately codes should be followed Including the most Sewage Basins. FM0487. and 3b" Pha•e Singlex Ptmq ConatYA ann Syslnne. FMO73L recent N Electric Cora (NEC) and the Oceupatlonat Safely and lteslth Act IOSHAL RESERVE POWERED DESK 4 For unusual conditions a reserve safety factor is engineered into the 'sign of every Zoeller pump. �• -.- wQ 70: P.O. Box f0J47 OfLLE�'' TO: Let: KY ca 4 7 Alanllaawrs d.. S1iJP T0: J Q 6/9 c ty mar n Raid l CouisMe. KY 40211.1901 f5 o2J 778-273 • f (SWI 923.PV,un G FAXIS021774•3624 .:.... _._.;. .. .... _... a _.._ re�w.c ._ ............ ........ _.. ._... _.__ _.. . ......... Z rn ......... ape . . . . . . . . . . . . . . . . . . . . . . . . . . . ...� ....any.. i ! � I t � I i I _; � ; � � I _.I � ; � i j• j I f j r I i : Sla AiA IA - -� — �1�iht t�,..�,e � -So ►��t' ��"� -� 'r1C19 _ 73 -0 ___.._ _�_ - ...... _� a 1 o nets ........ ............... Lryatence Glotfelty Enviro -Tech Systems & Services — N4955 Sunny Hill Road ' . ................... Weyerhaeuser. WI 54895 LL -0?71PIQS -0 .5 4 � — :LL