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Home My WebLink About020-1491-10-000 (4)M - - -3 q3 Wrl County / fety and Buildings Division %O 14 1 NOV ]4 2919 1400 E Washington Ave Sanitary Permit Number(to be filled mby Co.) P.O. Box7162 53707-7162 G)6 —IL-RI _10-_000 Denadison,Wl De:, ,lrjnlTlmt Sanitary Permit Application Sate TrnNmmber 04 NN m iss in accordance with SPS 383 21(2), Wis. AdCode, submion of tlus form to the appropriate governmental unit Project Address (if different than mailing address) ism tarod prior to obtaining a sanitary Permit. Note: Application forms for state -awned POWTS are submitted to the Department of Safety and Professional Services. Personal information you provide may be used for secondary ourposes in accordance with the Pnvac law, s 15.04 1 m Stats. 9 �� / 1. Application Information- Please Print All Information Property Owner's Name Parcel # r fQ� O/YI 00d GAO OOGS Property Owner'sMailing Addresst Properly Location 4_1 i Ll1 J %} C fl /J / It) AJ Govt. Lot / y,, Section % City, State Zip Cade Phone Number (circle one T oc �% N, R � / E o65 H.'Sype of Building (check all that apply) Lot # Subdivision Name -or 2 Family Dwelling -Number of Bedrooms_ /O .� / ///o/ L LJSONt Block ❑ PublidCommercial- Describe Use Elcityof / ❑ Owned Use ❑ Village of C SM Number Skate -Describe Town of S r7 ti� 7-pad- w /d,$� /6.S `_ yC/i� III. T it: (Check only ork box on line A. Complete line B if applicable) AN. System ❑ Replacement System ❑ Treatment/Holding Talc Replacement Only ❑ Other Modification to Existing System (explam) B. 1, ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner e of P Component/Device: Check all that a I c XNoo-Pressunzed In -Ground Pressurized In -Ground ❑ At -Grade ❑ Mound> 24 in. of suitable soil ❑ Mound < 24 in. of Mutable soil o cr Dispersal Component (explain) Pretreatment Device (explain) V. Dis ersal/Preae ent Area Information: Desi n Flow (gpd) Design Soil Application Rate( s0 Dispersal Area Requred (so Dispersal Area Proposed (s System Elevation V1. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units // /1 / /' � '.a• w B � v n � o 2 .o: � Ncw Tanks Ezanns Tanks � Septic or [b13 ank / So _—. -2.Jb //Co 5� Dosm� Chamber VII. Responsibility Statement- I, the undersigned, assume responsibilityfor installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number WADE RUFSHOLM (��(/J �- C-r-� 227691 715-349-7286 Plumber's Address (Street, City, State, Zip Code) PO BOX 514, SIREN, WI 54872 VITI. County/Department Use Only ❑ Approved ❑Disapproved Permit Fee Date Issued Issuing Agent Signature ❑ Owner Given Reason for Denial 1 IN. Cor Nf( ffyaI/Reasons for Disapproval 1 Septic tank, effluent filter and dispersal cell must be selvlced 1 maintained as per management plan provided by plumber 2 All setback requirements must be maintained Atb< to imp Poi tbe.gstem and submit to the County only on paper not lso Nan 8 iR x 11 indhc, m siu SBD-6398 (R0313) CONVENTIONAL IN -GROUND POWTS DESIGN Residential Application Index and Title Page Owner's '.dame: J c f 7 // l o r dI owner's Address: dqd Scii Jr y?%6 Site Address: I G' G l fi NnL_ /17'�l Legal Description: S �% 3 % W % /V /( / 7 C,-" Town: it ( c#-S 0 "I'll County: S> , C... die% i e Subdivision ctm::L C i�/}1V' e / l J (-_f #0 JSe)Ai of No. 11 � Block No. d Page index Plumber Name: Plumber Address: Telephone: Signature: Date: Page 1 Index and Title Page 2 Plot Plan (may include septic tank and filter specs) Page 3 Distribution Cell(s) Cross Section Page 4 Maintenance, Management and Contingency Plans WADE RUFSH®LM P.O. Box 514, Siren, WI 54872 715-349-7286 Credential No. 227691 Finis, Orig Top System Grow -section of a single cell EZ Flow In -Ground Dispersal Geli Slope I I, %�P eotextlfe f�bricto meet Comm 84.30(6)(9) RA in im um of 12" of cover overtop of cell l : Two ObservationNent pipes provided per cell Ac�r4a�te 3nnd7ri, FBi;'r�rucr Btnxllrs EZi 2o3 H Top View ICierml couplerca trims The Tice Pipr Bundl- ;fie e Fa-mc Page ? of PRi'VAT , VI) S= WASTEWATER TREATMENT SYSTEM MANAGEMENT >PLAi�I SEPTIC TL CK AND GRAdIlTV DN-GROUND SOIL ABSORPTION COMPONENT Pursuant to SPS 383.54 WI §, each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of SPS 383 and 384, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for the system are of ffle at Mlle county zoning office. This management plan complies with SPS 383,54 WI § and the In -Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment System SBD-10705-P (N. 01/01: R. 10112). Table 1. System Desian Specifications Sanitary Permit Number Number of Bedrooms Design Flow —Peak d �C c Estimated Flow — Average d) 0 Septic Tank Capacity al 5 �3 Soil Absor "on Com onent Size (ft C� G -z -J T 'e of Wastewater nip e-- �i C `1'sibie i° Soil Absorption Component — Limits of Reliable Operation Septic Tank Component Soil Absorption Com onem Design Flow —Peak d) Maximum Influent Particle Size (in) N/A 1/8 Maximum BODS m L N/A 220 Maximum'ISS (m L) N/A 150 Maximum , OGl N/A 30 ;Cable 3- Tank Uutlet P Ilter I snould inspect once a year ana clean once every year Soil Absorption Component Inspect once every 3 Years SEP'TIC TANK !�n individual certified to service septic tanks under s. 281.48, Stats, shall maintain the septic tank. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies or`Poeta"y1eiRestrooms). 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 is contents removed when the volume of scum and sludge in the tank exceeds 1 /4 4�el liquid volume of the tank. If the contents of the tank are not removed at the time of an 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. 13RECE1V'ED c5T-3o- 90q Lir,con,m lRpsnmcnt nl4 umnR•rce SOIL I-VALUA I ION RFPOR'1' hago _ 1 nl 4 _ l nannnt of Sattl1, and Building, G. fin 4 v"W'Inu „Ith (umn: N]I At, 1dnl loch' lu) 4 tint. V14.h 0"n l '11,;1npofk)kjb l , II m.hn :n ,v. I'hmml{r SL C�rotx buludr: hW nor linulc•fali1c `Q Ly�,�Li(>)8>e,1dN3:,. {rrnnU14M11 .wr(yrld � � r I'vtx' I l p ?; nenl ,lope ,c. , r . vrt!: muH. end 1411 :vlcrrn:..,l Ir I� • rr �V q _ Ix ■Y If r, cJ hS Dmc --- Plrasr print all ,dm, ola 4PR•ZXv� �e Verovml in:irtmsenn.ru pnluJe nte5 he ::,rd tier v�tonJ:ut '-„.r F RDlllne Ridges I.L('. I.I s I i l 29 N R 19 w 1'mpem f) ,n,, , Mahn¢ Addre11 at Y F41,k 1. P tiubd Name In l WIN 965 Alexander Rd. t it, Slnh lint .Jx pl:,mt ❑ (}Ix ❑ �llLlkc 0 I own _ _— _ N„uc,l Road udson I i4 Ai'016 6i1-24R-O I 191) Iludson AlextmderRd. 2 Kcw Construction I Ice 0 Rcsideflllal : \umber of l-lCdnwnls Codc dcrlocd design flow rate GPD ❑ Replacement ❑ Public or Commercial 1lcstrlbc Perenl Material I.or., oxer f hdwasil I food Plmn Clcsau(n If applicable V.`A_ _ It. General comments and recommendations rinnnP 't 0 Pit ( 01allId Sit IIdtl Ilex-MIMI 99.6 It Hor,zon Depth Dominant Color Re'dox Description Texture :n Monsell Qu Sz Cori Color 1 0 15 10YR313 LS 2 15 30 10YR4i3 - SC L. 3 30-90+ 10YR4l4 S ❑ Rorinc 7 (iurin}i, BPir Ground fur late I Icxation 99. u I II. Horizon Depth Dominant Color Redox Descnpion Texture in Munsell Qu Sz Cent Color 1 0-11 10YR3l2 SIL 2 11-33 75YR414 - SICL 3 33-43 5YR414 - VGRS 4 43-86+ 10YR414 - ` S 1` q• - 1t 4 I fthicia : I - III 111 n, _ -,u n:-I and I15� •V I,.I ru:'J c SI N:nnr I1•Iraw Print ��/ Srnnnlury Mark 1�crson lddre+, P.O. Box I ii Hammond, WI ?401 S I)Cplll to I unitin lata)r --90 In- Sol Appl"t,on Rate Slrunure Consistence Boundary Roots GPDIfl` Gr Sz Sh "EfrM1 'EBN2 2-f-bk mfr gs 3 f-co 0.7 1 16 2 m bk mtr gs 2 1-co 04 06 0-Sg ml it 07 1 6 Depth in I iminoe factor -86 Soil Application Rate Structure Consistence Boundary Roots GPD/R' Gr Sz Sh 'E"I •Ef#2 2-m-gr mfr gs 2f 06 0.8 2-m-bk mfr gs 1 f 04 06 0-sg ml gs - 07 1 6 0-sg ml - - 0 7 1 6 'r 011"m e!- IN11)• IlI andISS- ❑)met l ',I Nall 40672 I- I IItIILIII I I mtlt;.ItJ \uutnt +I.20I7 71i-796-i664 Rojjjll� ili&cL LLU. PnlpC rty Uwner_ I'.uul ElBoring i Bonne OPit Ground SulhtCC1 claut❑ IIh. It Horizon i Depth Dommant Cc or Redox Descrpnor Tr'xC.IrV nl Munsell Ou Sz CrI Coax 1 0 10 10YR312 SL 2 10-20 7 5YR414 - SL 3 20-96+ 10YR4l4 S ❑ Bunng ❑ l3otim_- OPrt (bound Sllrla,C f CVItl IJtI ___ II Horizon Depth Dominant Color Re'lox Descrl Ion Tex•ure Ir Munsell Ou Sz Cont Color ❑Bonin ftrxin Olht (art ttl l ld Surla(-C I In anon n Honzon Depth Dominant Color Redo x Desr. I[Ill nn Texttre In Munsell Ou Sz Coral Color 'I III mN �I It, )DI 'iI, ,211 a\:':I .III,I I�� In I, I. :m1 Z: ; it of f _ 1Ilaec OcInth to I Imiliml Ltilur :-90 in, Soil Apphaahon Rate Stnu'ttre Camislence HnLndary Hoots GI Gr Sz Sh 'FH#1 'ER#2 2-f-bk mfr gs 3 fco 06 1 0 2-m-bk mfr gs 2 f-m 06 1 0 0-sg ml 11 07 1.6 DhI to I inulint, L¢tor in Sod Application Hate Structure Corsislorcc Boundary Roots GRU:ft' Gr Sz St 'Eff#1 'Eff#2 Depth to Llnulun_ IdOot _ _ _ _ m Soil Applicatton Rate Stricture Consistence Boundary Roots GPD/ft' Gr Sz Sh 'ER#1 'Eff#2 'I Illuvnl n+ III N, ll; nnil and Iti1. +It n..I lhr D7p.trlmcnlul l urllmiRc 1, un:yual rip:wrl111II". l: pgnld.. ;l.d:mpw'..� 11''Ill tlC,ll ll.`I\lure: lo.IL-'11 LL..Or %1rd IIIar11.11 in .111 :Ihcnl li IiI'-nat l .f11' ii:IIA Ill .IT 611.N-'M'-,I; I .n I I \ (,I IN-?I.I-a-, Page 3 of 4 Lot # 11 BM#1 - inp W 314'PVC Pipe 1a1 5' B-1 7 gr1 � i i I , B3 1p23� \ �O- c'- on Zan 40n soe (N) B-1 198, 99 1 13M#2 - Top of 3%4"PVC Pipe 98 3 100 0' • = Ground Surface Elevation BPAN & Oesrr.p6en� Eevatio� =Bench Mark Owner Rolling Ridges I. LC 965 Alexander Rd Hudson, WI 54016 Phone 651 248 0390 B-i = ioo Boring Location & Elevation Site Information Completed By Mark Iverson 114 14 S13, T29N R19W 617 Cty Rd J Town of Hudson Roberts, WI W15 St Croix County 715-684-9125 CST# 46672 SEPTIC LOCATION FOR: CRANE HILL OF HUDSON f DENOTES SOIL r RORING LOCATED ON9-1.3-17 T-Tnl NORTH 100 700 CORNERSTONE I ANf7 SURVEYING. INC Wisconsin Department of Commerce Safety and Buildings Division GENERAL INFORMATION PRIVATE SEWAGE SYSTEM INSPECTION REPORT (ATTACH TO PERMIT) versonai imormauon you provice may De useu ror secondary purposes [Privacy Law, s.15 04 (1)(m)). Permit Holder's Name: ❑ City ❑ Village Town of: Girl Scout Camp of St. Croix Valley, Town of Hudson CST BM Elev Insp BM Elev.: BM Description &e , t) I m .31 = C ST- gwLZt� ELEVATION DATA�fa q(4 i- ) r 3. L`i, t9, 13 I ANR INrUKMAIIUN TYPE MANUFACTURER CAPACITY Septic 3 51 5 '> a p tSp✓ / , , Dosing 1256 Aeration / Holding TANK SETBACK INFORMATION TANKTO P/L WELL BLDG. Ventto Au Intake ROAD Septic yzoo >207)` SZ `_ NA Dosing NA Aeration NA Holding PUMP / SIPHON INFORMATION Manufacturer Demand Model Number GPM TDH I Lift Lriction Syestem TDH Ft Forcemain I Length Dia. az n' I Dist To W0 County. St. Croix Sanitary Permit No.: 353118 ate Plan ID No: ,,tt�� 2 o =TrouSa*" /A# ,Parcel Tax No : 020-1016-60-000 STATION S HI FS ELEV. Benchmar j �DO (D�,D /�. d' Alt. BM Bldg. Sewer St/Ht Inlet f y}.zG St/Ht Outlet 19 9-7, oZ_ Dt Inlet I�.4B `j3.2Zr Dt Bottom le •• �-`f �' li 3-L / Header/Man Dist. Pipe yf 8 95-.66 9G.y Bot- System See Final Grade %.0 1B4O St cover f �10 99.vo' SOIL ABSORPTION SYSTEM rl(o r._&_ l,e, �n,A_ 4,—.,U $EB TRENCH Width f Lengt No Of Trenches PIT No Of Pits Inside Dia Liquid Depth DIME 2 DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: r io INFORMATION CHAMBER System CoglJ, >2� >Zoo -- OR NIT U -Ncm Qrti DISTRIBUTION SYSTEM � Header/ arkifold stnbution Pipe(s) xHole Size xHole Spacing Vent To Air Intake zn Length t4 Dia Length Dia Spacing �- 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 ❑ Yes ❑ No ❑ Ye5 ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1:0V/ /y/oo Inspection #2: —L-- Location: 965 Alexander Road, Hudson, WI (NEIA, NEV4, Section 113/ T29N-R19W) - 1329.19.73 - Ulf F DT- 3j SfcQy a-t- Plan revision required? Yes ❑ Nc eothersideforaddi onalinfi; ion. bS 6+ Co SBD- 716 0 R /9777) Date Inspector's Signature Cert No Safety and Buildings Division SC SANITARY PERM[ CATION 201 W. Washington Avenue `epirsconsin In accord with Co B�OI O, i _ �Eo. P O Box 7302 4� . 0- Madison, WI 53707-7302 'X • Attach complete plans (to the county copy only) foi`the'syst*, ,%paper not I�ss County than 8 12 x 11 inches in size. j r t,UF;1 State Samta ry Permit Number • See reverse side for instructions for completing tEsis applicCt�ti on ,OQ� r �_ Personal information you provide may be used for secondary purdose5 C ` - ( 3 (/ OWX - [Privacy Law, s. 15.04(1)(m)]. - '' E+j .�Ntis-tCi �-`f ❑check it revision ID Previous I Edon State Plan LD. Number I. APPLICATION INFORMATION - PLEASE PRINTA•LL IN ATION, 3I *d Property Owner Name - _ _ .Property'Location ei L ® % , C i/a 1/4, S 13 T � , N, R E (or�% Pro erty Owner's Marling Address -- at Number Block Number �i 0 City, State Zip Code Phone Number Subdivision Name or CSM Number or- Z- L97510 2) L• - II. TYPE ❑ BUILDING: (check one) State Owned D it� / k `% VII Nearest Road �---� Public 1 or FamilyDwelling- No. of bedrooms ❑ age Town of D GE 4 III. BUILDING USE: (if budding type is public, check all that apply) Parcel Tax Number(s) I -;. ui • t5 1 ❑ Apartment/Condo —Al 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/Repairs 11 ❑ Restaurant/Bar/Dining 4 ❑ Church/School 8 ❑ Mobile Home Park 12 ❑ Service Station/Car Wash 5 ❑ Hotel/Motel 9 ❑ Office/Factory 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one box on IineA. Check box online B, if applicable) A) 1. New 2_ ❑ Replacement 3. ❑ Replacement of 4_ ❑ Reconnection of 5. ❑ Repair of an -____ System_ System ____ Tank -Only -- Existing System _ Existing System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) 3 4rj¢7'111& M ,AGQ6:X — PELF Non -Pressurized Distribution Pressurized Distribution Experimental Other 11 Seepage Bed 21 ❑ Mound 30 El Specify Type 41 ❑ Holding Tank 12 Seepage Trench 22 ❑ In -Ground Pressure 42 ❑ Pit Privy 13 Seepage Pit .7 X r-KW. %S 43 Vault Privy 14 ❑ System-In-FillrS-rj),E` r VI. ABSORPTION SYSTEM INFORMATION:per/ 1. Gallons Per Day 2 Absorp. Area 3. Absorp. Area 4. Loading Rate 5 Perc. Rate Systelr59ev. 7. Final Grade equired (sq. ft.) P oposed (sq. ft.) {Gals/day/sq. ft.) Min./inch) / 9>. B /�' Elevation So .S 2 .Q �iFeet rpN Feet VII. TANK Ca aclt INFORMATION in gallons Total Gallons # of Tanks Manufacturer's Name Prefab. Concrete Site Con- Steel Fiber- plastic Exper. App. New Tank Existin Tanks structed glass Septic Tank or Holding Tank ❑ ❑ ❑ ❑ Lift Pump Tank /trpherri! in, b2 VIIl. RESPONSIBILITY ATEMENT w/ ��L Z7W%ZS lithe undersigned, assume responsibility for in_s&Iation of nsite sewage system shown on the attached plans. Plumber's Name: (Print) Plum r'S Signature Sta •MP/MPRSW No.: Business Phone Number: r 4 ill 9, Z 2 /� SO Plumber's Address (Street, City, State, Zi Code): Ol IX.COUNTY/ UEPARTMENT USE ONLY ❑Disapproved Sanitary Permit Fee (includes Groundwater Burchargereel Date Issued Issuin gent Signature(No Stamps) Approved ❑Owner Given Initial y m Z- Z-� ul% V Z } Adverse Determination X. CONDITIONS OF APPROVAL/ REASONS FOR DISAPPROVAL: j slt�r�u'/ � � �trarzi,.�vnrG+r frr t�i% SBD-6398 (R. 4/99) DISTRIBUTION. Original to County, One copy To: Safety a Buildings Division, Owner, Plumber isconsin Department of Commerce August 04, 1999 CUST ID No.267341 WEGERER SOIL TESTING & DESIGN 421 N MAIN ST PO BOX 74 RIVER FALLS WI 54022 RE: CONDITIONAL APPROVAL APPROVAL EXPIRES: 08/04/2001 SITE: Site ID: 178033 Safety and Buildings 2226 ROSE ST LA CROSSE WI 54603-1905 Too #: (608) 264-8777 www.commerce.state.wl.us Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary IIrn�i�li�WA119-TeireJ7 ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 St. Croix County, Town of Hudson NEIA, NEI/4, S13, T29N, R19W Facility: St. Croix Valley Girl Scout Camp - Bathroom Facilities FOR: Description: Dosed Non -pressurized In -ground System Object Type: POWT System Regulated Object ID No.: 483570 Identification Numbers Transaction ID No. 239170 Site ID No. 178033 Please refer to both identification numbers, above, in all correspondence with the agency. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the the Zabel filter is required. Access to the filters for cleaning must be provided per Comm 84 product approval conditions. • The leaching chambers must be installed in accordance with the manufacturer's printed instructions, the plan approval and Comm 83, Wis. Adm. Code system sizing criteria. If there is a conflict between the manufacturer's instructions and the plan approval, the plan approval and code requirements will take precedence. • This approval does not include plans for the general plumbing systems or sewer piping leading to the septic/holding tank that may be required for this project. See section Comm 82.20, Wis. Adm. Code, to determine if plan submittal and approval is required. A copy of the approved plans, specifications and this letter shall be on -site during constructionand 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. WEGERER SOIL TESTING & DESIGN Page 2 8/4199 Inquuzes concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, 4 yard M. Swim POWTS Plan Reviewer - Integrated Services (608)785-9348 , Mon - Fri, 7:15 AM - 4:00 PM jswirn@conimerce.state.wi.us DATE RECEIVED 07/27/1999 FEE REQUIRED $ 240.00 FEE RECEIVED $ 240.00 BALANCE DUE $ 0.00 WiSMART code: 7633' DOSED CONVENTIONAL SOIL ABSORPTION SYSTEM Page \ of -1 FOR evt�ol�,�s- LOCATED IN THE NE1/4 OF THE NE 1/4 OF SECTION l_!> T29 N, R 19 W TOWN OF u�s�r� ST • C\moo lK COUNTY, WISCONSIN INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 of 7 PROJECT DATA PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION PAGE 5 of 7 LEACH CHAMBER DETAIL PAGE 6 of 7 PUMP CHAMBER PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR - --gZ-, C2U1X �i�LL`f GI��C-StiLrS MN. SS1Ol c -6kh`:�SiJ�r�ND1 A /1� T vF" S4E PREPARED BY WEGERER SO2L TESTSNG AND DES2GN SERVSCE F.O. BOI 74 421 N. MAIN ST: RIVE? FALLS. 1154022 AR lup L YY53_B£ Pali V suswcwnl, �ESIGI;F't�i _7. l --C3 JOB NO. C 9-1%� T PROJECT DATA Page I- of This system will serve 3 bathroom buildings at the St.Croix Valley Girl Scout Camp. The anticipated use is a maximum of 40 persons per day per bathroom with 1 floor drain in each building. System sizing is based on 5 gpd/person (outdoor sports facility) which appears to be the most logical sizing criterea. ANTICIPATED WASTEWATER 40 persons at 5 gpd =---------------- 200 gpd 1 floor drain at 50 gpd'=------------ 50 gpd Total per building = 250 gpd Total effluent from 3 buildings = 750 gpd SEPTIC TANK 250 + 750 = 1000 gal. minimum capacity req'd. A 1000 gal Wieser Concrete septic tank with a Zabel Filter will be installed at each building. Effluent from the 3'buildings will flow by gravity to a 1250 gal Wieser Concrete pump tank which will then dose the proposed trenches. 2 trenches, each 3' wide by 93.75' long with'High Capacity Sidewinder leach chambers are proposed. 750 gpd - .8 = 937.5 sq.ft. absorption area required. 2 X 5 X 93.75 = 937.5 sq.ft. provided. -- 14 UF7 ti�T N Scq l� 1+IGFV cfh�eiry s,D ,« ��1Z cc�crr��eu r �,tstt� c �z-rroe C�.OSg Ss:`T10 N H4avdu� CAP Sots- FLu La. C�-). o' a1S�(t\evlZuTfiu�S EZCV _95.0' f�l THE Chamber High Capacity Model End View 34' 'f o I SYSTEMS INC ' Leading Ilia way In septic and slormwatot chamber systems 4 Bw.Yl ss Park Rnad • P.U. Box 765 Old seybruok CT 06475 B00-390-6639+ B00-2214430• fax. 06P3B968 10 Side View 754 11 r tol III Product Features • Lightweight units offer easy assembly and installation. • Fully -louvered sidewall provides maximum infiltration. • Open chamber bottom allows additional infiltrative area. • High -density PolyTufl'" polyethylene construction guarantees strength and durability. High Capacity SideWinder Chamber Specifications Size (W x L x H) 34' x 75` x 161 Storage 115 gaIJ15.3 W Weight 32 lbs. u n roan.. n+w +ur w s.YN.+L1.uv.+Mt•.e 4YL.5+.lan+Y sva rn. un+an n..n• . mA+t w m G�..a.•s...�.+ W+.vn, aux.fe ta. us ,os." as NnV• w+.Nsw.• N+V.- I<.'a+a. +rt SNtYJn V..i.uaf VM•Nb W n. 1•+^•�9 ••�++V7Y a.:rt4..r S/•nv H' G•H:". A4v.•Pr.l.YM.+ Nca:.t•p. \'r4t NraN:4 wl S.":4rt+ •Iwr I.Y'.N S+LNI Nc Ilanf a�U.fA CI•IFRM PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS PAGE 6 OF % VENT CAP '{C.Z. VENT PIPE WEATHER PROOF APPROVED LOCKING MANHOLE JuucTloW Box �10'FROM DOOR, 12'MIU COVER WITH WARNING LABEL WINDOW OR FRESH AIR INTAKE GRADE w b 4' MIW. CONDUIT 18•MIN. v�t; __________ 11� INLET PROVIDE AIRTIGHT SEAL I III /r` I I v APPROVED JOIAITJ A Tank construction shall comply I III APPROVED JOUJTS with ILHR 83.15 and ILHR 83.20 1 III I I I ALARM a 1 II I I 1 I ON + I I LLEV.B9 17 FT �{ PUMPS OFF TD -� nv a.S� COUCAETE BLOCK__J RISER EXIT PERMI7rED ONLY SEODINr, IF TAWK MANUFACTURER HAS SUCH APPROVAL 3 AP,ISi4 5PECIFICA7I0NIS DOSE TAWKS MANUFACTURER: ` �� ^�'-��C NUMBER OF DOSES: 3 ' 3 PER DA.i TANK :,IZE: \ZSO GALLONS DOSE VOLUME 1 ALARM MANUFACTURER: S �L• ��`fRD S`-S�`rf_3 INCLUDING BACKFLOW: � �-6."1 GALLONS MODEL NUMBER: LOCAPACITIES: A= �.2_IUCHESOR 22L'f GALLOWS SWITCH TYPE: 1"lE1z.CVR-�/ Z 53-3 B = INCHES OR G�LLOUS PUMP PIAWUFACTURER: GOV Ca I RUCHES OR �'�6'� CALLOUS MODEL NUMBER: 3`8Z1 EPQ4 D- fE INCHESOR 7.13'Y GALLOWS SWITCH TYPE: W1�2 °W R''I DOTE: PUMP AND ALARM ARE TO OE 6.8 MIWIMUM DISCHARGE RATE Ll6.8 GPM INSTALLED OW SEPARATE CIRCUITS VERTICAL DIFFERENCE BETWEEW PUMP OFF AN0,0I5TRI6UTIOU PIPE.. 7' FEET + MIWIMUM NETWORK SUPPLY PRESSURE .. . . . .. � FEET + L4() FEET OF FORCE MAIN X �I' I y F jo Fr.FKICTIOU FACTOR.. �' 6 FEET TOTAL DyWAMIC HEAD = 4'y'9 FEET DIAMETER IWTERNAL DIMENSIOIM1 OF TANK: LENGTH —' ;WIDTH ,LIQUID DEPTH `„1124 BOTTOM AREA - 231= - GAL/INCH AS PER MANUFACTURER = Zb.6-)' GAL/INCH P GVP-V 1F E c' —7 APPLICATIONS Specifically designed for the fallowing uses: • Effluent systems • Homes • Farms • Heavy duty sump • Water transfer • Dewatering SPECIFICATIONS Pump: EP04 • Solids handling capability: 1W maximum. —� • Capacities: up to 55 GPM. • Total heads: up to 24 feet. • Discharge size:11h" NPT. • Mechanical seat: carbon- rotary/ceramic-stationary, BUNA-N elastomers. • Temperature: 1040F(400C)contnuous 140OF (60°C) intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Pump: EP05 • Solids handling capability: '/4 maximum. • Capacities: up to 60 GPM. • Total heads: up to 31 feet. • Discharge size: l'A' NPT. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA-N elastomers. • Temperature: 1040F (40°C) continuous 140OF (60°C) intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor. • EP04 Single phase: 0.4 HP, 115 or 230 V, 60 Hz,1550 RPM, built in overload with automatic reset. • EP05 Single phase: 0.5 HP, 115 V. 50 Hz,1550 RPM, built in overload with automatic reset. • Power cord: 10foot standard length,16/3 SJTO with three prong grounding plug. Optional 20 foot length,16/3 SJTW with three prong grounding plug (standard on EP05). METERS, FEET Goulds Submersible Effluent Pump 3871 EP05 • Fully submerged in high grade turbine oil for lubrication and efficient heat transfer. Available for automatic and manual operation. Automatic models include Mechanical Float Switch assembled and preset at the factory. FEATURES ■ EP04 Impeller Thermo- plastic Semi -open design with pump out vanes for mechanical seal protection. ■ EP05 Impeller: Thermo- plastic enclosed design for improved performance. ■ Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resistance. >C aJ ■ Motor Housing: Cast iron for efficient heat transfer, strength, and durability. ■ Motor Cover: Thermoplas- tic cover with integral handle and float switch attachment points. ■ Power Cable: Severe duty rated oil and water resistant. ■ Bearings: Upper and lower heavy duty ball bearing construction. AGENCY LISTING SP- Canadian Standards Association (CSA listed model numbers end in "I"' or "AC'.) —►�-6 GPnn I -'L25Fr 0 I I I , I E 0 i, 5 I a EPo5 — I I ° ;a.y EP04 s , 00 10 20 30 40 50 GPM 0 2 4 6 6 10 12 m'/h CAPACITY