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Home My WebLink About008-1024-70-300 (2) ST. CROIX COUNTY WISCONSIN r'' _ . ` ZONING DEPARTMENT N N M N ■ N ■ rn~r ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016-7710 M _ Phone: (715)386-4680 Fax (715)386-4686 W I N J (-9 1J From: tJ~ Co-d-- A4<4 Fax: 36 3 3 Pages: C6 / Phone: 3 lrv 3 Date: 0 Re: ( CC: aK 5 @Iti ❑ Urg nt ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle • Comments: 0146 Vv-'o 21v l G ~--fP o K-, C57 /U =Y-S15 n) T- 7f~6 S,01-S Lam. q6 44&6 N o Qg&e-Dk-D o SEE P -6Pv2 % F-F (was E~ NbED AfJy`ffiA)4 ELSE I, pLe-ASC LE7- AA& 1AJ 10/07!2002 07:07 7152462^C f1 TOM NELSON PAGE 01. Wlecomeln Depertmont of Commem SOIL EVALUAMN REPORT page 1 3 Division otSdety end Sulidkigs in ai oordance wkh Carron 85, wit. Adm. Ca[a x4tfactt MmPbb :rib Pldrt oe paper not leis G' an S 11'2 x 11 inclxra in size. Plan must County St. Croix {nclude, Dot not lmittd to veitical and horimi tal reference, point (BM), direction and Percei u). Percent slope, scale or dhbt%lons, ner[h Err, w• and iocstim and distance t, nearest road. Please print afl Inlarmation. Revlowod by 0e0 PUMM0I intormadon you praMs maybe used for saandary purpcw$ (Prn,aoy Low, $.16.4+111) Im)). Fropertyowner Apt F'q r «Btion RDEL Stave T Govt. Lot NE 114 XW 114 5 8 T 28 N R 16 E (or) W Property Ownar',s [14eiirv Mdr;*es Lot # t3locJc # $vW- Name or CSh* 23.17 50th Avcnut 3 - _ Stave e Zip CWe Phone Number _ w I QViseye • Town - NeBrett R ~atdwin ! W1 1 54002 sO 1 h ~1 Eau Calla 1 t~ Avenue O NewConstruction Usof-IRasidantiol i h xmberof bedrooms 3 Cods derwed design low rate 450 GFD Raplaonwd Pubic or come nercial - oesrrioe: parent wstex!l Rood Plain elevation f appkable ft General Co comnsnts room al nerodetioms: This is an update o the soils report dated 1201,98 and hats been dons ao as the original report is not ledgable. end Updated h) today's code acquirement ~ I Suing # d Boring - r Pit Ground axat9co slav._ 95,33 ft. Depth to uniting f"Wr 16 in. wail RPOe Hanson Depttl Domhant Color Rid, x Descriptlon Texture 8vuoture Comistanoe Sotmdanl Roots P in. Htunstj Cw S c Cant, Cow Or. SL Sh. ' im" `Ef1#2 1__ . $ A4yr4r3 W - sit 2mtbk all Qv 2f .5 .8 2 8-16 1 Sr4 - sil^ -,usbk mr-r Cw if --,5 ,1----.8 3 16-43 1 5/3 r205T5A sil lmsbk WA - 2 ( .3 2 Seine Al C, " 94,68 12 i-J E PH Grwnd 9trfsce elev. ft. Deapth to In*N faatdu in. SOIL i1CEdtOn ~ tkwzon Deoh Dominant Color Rid wDetcrlption Texture &nztura Callsistence Boundary Rom, GPE)IW in. htunsall Ou £ z Cent. Goler Gr. Sz. Sh. 'ERIN 'Ef = 1. 0-7 lOyr4/3 al 2msbk mfr v1w 2f 5 $ 2 742 10vr514 - sil 2msbk mfr Cw 1f _ 5 .8 3 12-44 loyr5/3 cza5yrs;s sit 1msbk W5 T z .3 -1--- CST Effluent H a SOD„ > 30 x 220 mg< . and TSE }30 S 150 mall • EV12Ln AQ =132D5 _-i 31) mall and TSS c 39 myL Name (Please PnM SoNkure CST Number Thomas C Nelson _-t J6- /a, o L 227387 Addrt:ss Dete E luebon Comiua ed lotephone Ntum w 1432120th Strllet, New R rsimoud, W1 121'04198 715.2465-2154 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page Of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.DZ-T percent slope, scale or dimensions, north arrow, and location and distance to nearest road. /d 2-/ " 7d~ 6Q Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Q--u Z Property Owner Property Location G A Ron Stave Govt. t NE 1/4 NW 1/4 S 8 T 28 N R 16 E (or) W Property Owner's Mailing Address of # Block # Subd. Name or 2337 50th Avenue 3 - Stave l 3123 City State Zip Code Phone Number []City Village Town Nearest Ro d Baldwin WI 54002 ( ) E,211 C4211P 50th Avenue , New Construction UseE] Residential / Number of bedrooms _ 3 Code derived design flow rate 450 GPD El Replacement E] Public or commercial - Describe: Parent material Flood Plain elevation if applicable NA ft. General comments ~ T and recommendations: his is an update of the soils report dated 12/04/98 a . as been done so as the original report is not ledgable. - Updated to day's c de requirement 1❑ Boring # Boring Pit Ground surface elev. _ 95.33__ ft. Depth to limiting factor 16 G in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 1Oyr4/3 sil 2msbk mfr cw 2f .5 .8 2 8-16 10 5/4 sil 2msbk mfr cw If .5 .8 3 16-43 1 Oyr5/3 f2d5yr5/8 sil 1 msbk mfi .2 .3 ❑2 Boring # 11 Boring 94.68 12 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/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-7 1Oyr4/3 sil 2msbk mfr cw 2f .5 .8 2 7-12 10 r5/4 sil 2msbk mfr cw if .5 .8 3 12-44 1Oyr5/3 f2d5yr5/8 sil lmsbk mfi _ _ .2 .3 * Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BCD 5:5 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Thomas C Nelson 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI 12/04/98 715-246-2454 W Property Owner Stave Parcel ID # Page 2 of 3 - Boring # Boring Pit Ground surface elev. 9448 _ ft. Depth to limiting factor 1~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-7 IOyr4/3 - sil 2msbk mfr cw 2f .5 .8 2 7-19 10 5/4 - sil 2msbk mfr cw if .5 .8 3 19-30 10yr5/3 f2d5yr5/8 sil Imsbk mfi - - .2 .3 igi a y sign _ b homas Nelson or 1k nm. n=ThnMq-q 9 Nel Q-MMW,AMQWal Boring By Design, c=US ❑ Boring # J Date: 2002.10.07 Pit Ground surface elev. p i _ iip5:36:16 -06' oil Application Rate Horizon Depth Dominant Color Redox Sowk"*en je si nce Boun GPD/fP in. Munsell Qu. Sz. int. Color 3r. Sz. Sh. ready for ap * 1 *Eff#2 Verified Boring # Boring F-1 E] 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/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 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-833oTest (R.07/00) IM ?4(P- N4 T14 1103r i Digitally signed by Thomas Nelson Thomas Nel on Thomas Nelson, ~I o=Environmental By Design, c=US Date: 2002.10.07 Nelson Reas -06'00' Signature Reason: n: Not Verified Document is certified 64w Safety and Buildings ' 1340 E GRTDD #ANO 64 4166 :Zoc"`~ SHAWANO WI 541300 isconstn ZQOZ www.commercewiscon in.gov Department of Commerce www•wisconsi.gov 66 Stt McCallum, Govern c~~y ~ y S~ GGF Ph i oEdw. Albert, Secretaor P ry C September 23, 2002 CUST ID No. 691727 Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 N JSoA GST ? I WiSMART code: 7633 ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN SERVICE PO BOX 74 RIVER FALLS WI 54022 REQUEST FOR ADDITIONAL INFORMATION SITE: Identification Numbers Ryan & Becky Peterson Transaction ID No. 783159 233RD St Site ID No. 649553 Town of Eau Galle, 54737 Please refer to both identification St Croix County numbers, above, in all NE1/4, NW1/4, S9, T28N, R16W correspondence with the agency. FOR: Description: Mound System for Ryan & Becky Peterson Object Type: POWT System Regulated Object ID No.: 867653 The submittal described above has been placed on HOLD and the review and approval is pending subject to receipt of the ADDITIONAL INFORMATION and/or revised plans requested by this letter. Upon receipt of the additional information and/or revised plans, the plans will be reviewed for compliance to applicable Wisconsin Administrative Codes and Wisconsin Statutes. The following must be corrected/revised and accompany the resubmittal: • On September 11, 2002, 1 contacted St. Croix County for assistance in interpreting the illegible soil and site evaluation report for this property. I requested of Kevin Graebow (spelling?), via a voice-mail message, that he re- write the profile descriptions and then send/fax them to this office. As of the date of this letter I have not received any correspondence from St. Croix County. I can only assume that the County is unable to read this report. As I previously noted, I tried to obtain this information from the soiltest r but he has not returned my call. Please note that you will have 30 (business) days, ARTHUR L WEGERER Page 2 9/23/02 • from the date of this letter, to resolve this issue. If more response time is needed then it must be requested in writing. Send your resubmittal into the address listed above, unless otherwise noted, and the department will review the resubmittal within 5 working days of receipt date. A copy of this letter is to accompany the resubmittal. If the above requested information and/or plans are not received within 30 days of the date of this correspondence, this submittal will be returned denied. No fees will be refunded, and a new fee, application form, and submittal of plans/specifications will be required should you desire to continue with this project. The code in effect at the time of new submittal would apply. Sincerely, Keith A Wilkinson POWTS Plan Reviewer, Integrated Services (715) 524-3630, Fax: (715) 524-3633, M-F 7 am - 3:45 pm kwilkinson@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist (715) 726-2544 Zoning Office, St Croix County SPIA f I Safety and Buildings 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 isconstn G 1 J TDD (608) 264-8777 www. comrn mer ce.state.wi.wi..us us/sb Department of Commerce Atli; G 3 0 2002 www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Secretary Z 1C August 30, 2002 _ CUST ID No. 691727 Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN SERVICE PO BOX 74 RIVER FALLS WI 54022 REQUEST FOR ADDITIONAL INFORMATION 06f SITE: F Identification umbers Reran & Becky Peterson Transaction ID No. 783,1,59 233RD St Site ID No. 649553 Town of Eau Galle Please refer to both identification St Croix County numbers, above, in all NE1/4, NW1/4, S9, T28N, R16W correspondence with the agency. FOR: Description: Mound System for Ryan & Becky Peterson 1--r Object Type: POWT System Regulated Object ID No.: 867653 The submittal described above has been placed on HOLD and the review and approval is pending subject to receipt of the ADDITIONAL INFORMATION and/or revised plans requested by this letter. Upon receipt of the additional information and/or revised plans, the plans will be reviewed for compliance to applicable Wisconsin Administrative Codes and Wisconsin Statutes. The following must be corrected/revised and accompany the resubmittal: • Please submit a legible copy of the (Tom Nelson) soil and site evaluation report for this property. The County has faxed me a copy of the report they have on file and it is no better than the one submitted with the plans. I attempted to contact Tom Nelson to request a copy of his original report but was only able to leave a message on his answering machine. Assuming that someone has a clear (legible) copy of this report, it may submitted via fax (715-524-3633), attention Transaction ID Number 783159. ARTHUR L WEGERER Page 2 8/30/02 Send your resubmittal into the address listed above, unless otherwise noted, and the department will review the resubmittal within 5 working days of receipt date. A copy of this letter is to accompany the resubmittal. If the above requested information and/or plans are not received within 30 days of the date of this correspondence, this submittal will be returned denied. No fees will be refunded, and a new fee, application form, and submittal of plans/specifications will be required should you desire to continue with this project. The code in effect at the time of new submittal would apply. Sincerely, Keith A Wilkinson POWTS Plan Reviewer, Integrated Services (715) 524-3630, Fax: (715) 524-3633, M-F 7 am - 3:45 pm kwiIkinson@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist (715) 726-2544 Zoning Office, St Croix County SPIA Wisdonsin Department of Commerce SOIL EVALUATION REPORT Page of Z Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code S 1 \ Attach complete site plan on paper not less than 8 1/2 x 11 inches County include, but not limited to: vertical and horizontal reference point ( dir E V Par (el LD. percent slope, scale or dimensions, north arrow, and location and istance to nearest road. bps- `p -L- -7 (3 00 Please print all information. OCT 1 6 20G Rev wed by Date v Personal information you provide may be used for secondary purposes (PH acy Law, s. 15.04 (1) (m)). 3/Zd ~'"7 PropertyOwner "V)-T,3 Q -k)S> TCk cf -\pz Ltcab, V on: C/ Q PrLv l~ ES N v_ 1 j 1/4 S T Z-~ N R E (or (W Mailing Address Lot # lock # Subd. Name or CSM# Z 331 SO`1 3 - CSr') \Jat. l) 39 Z3 City State Zip Code Phone Number ❑ Village Town Nearest Roa lUf~st U~)1►~ w S~ 0 o E~ (S ~YLLC: Z 3 3 sT, New Construction Use: Q Residential / Number of bedrooms 3 Code derived design flow rate C) GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation if applicable f~ P) ft. General comments V a and recommendations: ~ K S of Cl~ 1J V In , , cL c -7,e J F-q1 Boring # ❑ Boring ® Pit Ground surface elev. - 3 ft. Depth to limiting factor > in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 Z -7 - 1 io~t2s~~ - s~ I Z~n'S ►n~ c l-~ •S .g 3 -2 .sYi2 l - s 1 1 c t,1z W, - • 4. E~j 1N b 1S P I T 3 'P~wft1 LLr j J rt4 -~j 0U c S v., oN -~:+S Z 'S z f'Ilvl~ I33 w Z~ U rs~ s ~~su►.) a T ~ZJ q1I 98 r --c -~R' 1J S Tftv L ❑ 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/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 T~i f~~r SZ S Z F bIj ~~l C t Y` 0~ " OT Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Arthur L. Wegerer Fl~ OZ-l6Z-3 220254 Address We a Date Evaluation Conducted Telephone rer Soil Testing Number ~ & Design Service 421 N. Hain St. River Falls, RI 54022 -Z~-0Z 715-425-0165 PLOT PLAN Page Z- of Scale I= 3p' 0 J~ i m 00 1- o ~w1 E I. g.-3 B~ 33' 07 ~aT q~ LA~a ~ s - II .ASR ~S C~ t S s -ZQ-DZ 715-425-0165 220254 0 2 CST Signature Date Telephone No. CST No. Job No. bULDIJ rLVU N MU ram i~ ~~y* r - FROM,: TOMOandOST 59OPt p HONE N0. 0 00 DEC. 16 1990 08:24F4,1 K' tiYlra~nalA t erifnerd ► : $ AND BITE EVALUATION Peps 1 of _3_ DMaeii of 9a(sgl We d wdth contm 83.05, Wu. Mtm! Code Amish eonrpla{d' Y•. ` ' n►!!6 x•11 k1d+~a in ddA- P%n nw d Oo` U+a1 0, but net l didr Mwbrrl~e ~e1n1(9M), d+eelon one _ Sf, Cr Few slope, sowle or dnienwlterli, I" w<row, dad or to nesreat rose. PeW I.D.fI - APPLICANT INF'!QWYFA67111- ~horri:,. Data t~reond i~Aarhrrtlon rd+ oralli nrbtle ~rrQ Ihr tnw i."}s oh l a tml). Reviewed By Owrwr I r•'.' Larslion ft Rort j~~•~'y _ ftOYh' WE im NRr 1/4 S 9 T 22 KR 16 W ►rpper~y o m es Malklp Addtear r ` Lot d_.. Block 4 Subd. Nome or CSMM 2337 50th Av L r._ - VOW U Cllll !!Iced ap PhoneN~ -l, C J VUep0 " f, Nearest Road Baldwin W1 r Sao C 233 Rd St Near t;onslruGtlon ReSide*1 4mbmrdbero„dff 3 TlAdQtdon to existing building tills. tt Replacement m Public or'de>'____~ - - _ . tench, gpdV Cpl perhyed fl* W 450 ppd Recommended design loading rate 1.2 bed, 9Pd~-•-LZ---- Abs m*m area is 374 lied, e _M tench; Rt moft m design loading rams 1.2 _ bed: wW 1.2 trench. 9Pd#F Rommel irdHtradon surface alsvAon(s; 1t10.Se _ ft (ss rt>eferred to side plan benchmar AAddi4ond design / slte considerations Parent modal Flood lain elevation, K Iicalblu R Wobble for gym" I Conveniknel hound loom- Pmmum ` AT•Cirede "m in Fill Tank U•UnstA*e for iyWwn as Z U d 3 O U 0 S 137 U U S-13 U QS O v I S -'XJ U SOIL DESCRIPTION REPORT OodDlllse(ch 8etinp# Horizon MnnMii . Du. Sz Goat Cok r 1 Tsrniree ! SkWhn Gr- S h awlstence Boundary ~ Roots C. L 0.8 1 Oyrd/; _ _ 1 Y1i 2Mibk - - DifT - Cs T- 2f 5 . b 2 2-16 1 0yr-4/4 lsoabk - T nnfr ! ca i -1 f 5 , 6 3 16-45 L lOydis c2Q7.5yr5/s tit loubk mfi - - i ._i I I S - - I i 4 dev tlt).61f Remarke.._ Y'. Z 1 0.7 ; 1~3..,_ - ~'1 + 2msbk I -n- - - cs 2f ,5 .6 2 7-12 10yrs/a_ ell ` 2msblt. mfr - r cs.. 1 if .5 .6 3 1244 10yrS/4 2odSyr5/2 Ed tmsbk rntt - _ a S 96,3311 i . _ . - • _ _..E. _ _ lirnibng ~ l Nor 4-- 12 E=1:432 e print) ndhNe. Teleptmn0 No. drw 715-246-2454 a,,.•_. / i CST Number fid(d 1201h SUvat, Now RkW mood. .'W1 12/4I9S 2605 171 OULL)IJ r LDu 4x filu I an • i 1J VVY /1 r• - - X0000®00QJ01TJ00 M(. • 4 T0M0ar%d0STAkr-x PHONE NO. 3 r ML D!SCIRIPTK SPORT ? of - 5ui~e. Ron . _ A i Roots ! t ► ' C1~. oonr C*r, T60", 1 a: sz, Sh. Bed TfbO SL in. - S _ o-7 2f .6 i 1 - ail 2mrb11: mfi a - Z 7-19 I 10pW4 sit 2>tubk c>3 i if 5 GrounA ! ]ilyrif3 c.2d7.5yT5/8 W lmebh 3 _19.30 I - - 91.4811 _ r- i Gmumd Wing factor 1 + yl I I Remarks: - - - _ Gmsind Depth lo o OWN elew 0010 factor i 1 ROMSMS' bULD I J F LDu ix i i i u i CIA i L. v. y~ r - - - FROM T01' and w PF~pI No. DEC 16 1598 08 2SF1M P4 Ali A SSW n •ry :i 32 120,k STREET, NEW RICHMOND, WISCONSIN 715-246-2454 PAGE 3 - T N, R W •or ~t Wisconsin 'e CO 7l'1WNSE~ M Cam, . o - SCALE 1.1 xZ0 Tom Nelson PW 1. Career Post Nail w/ Ribbon ELEV. 100' 227387 RM 2. Nail w/ Rib= in utMty pole Elev 140.43' y Safety and Buildings 1340 E GREEN BAY ST STE 300 ~ \*hs SH AWANO WI 54166 TDD (608) 264-8777 consin www.commerce.state.wi.us/sb www.wiscon isconsin.g .gov Department of Commerce r.r_ ott McCallum, Governor ~ 14- Phi p Edw. Albert, Secretary 6 X002 October 10, 2002 ~1 G"'~ ~,•OFF~CE CUST ID No.691727 Al PO orf' ARTHUR L WEGERER ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVA PLAN APPROVAL EXPIR Identification Numbers Transaction ID No. 783159 SITE: Site ID No. 649553 Ryan & Becky Peterson Please refer to. both identification numbers, 233RD St above, in all corres ondence with the agency. Town of Eau Galle, 54737 St Croix County NEIA, NW l/4, S9, T28N, R16W FOR: Description: Mound System for Ryan & Becky Peterson Object Type: POWT System Regulated Object ID No.: 867653 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 chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following condition shall be met prior to system installation: • The County SPIA shall verify that the contour lines, shown on page #3 of the approved plans, are accurate. 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/instal lation/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, operation or maintenance of the POWTS. ARTHUR L WEGERER Page 2 10/10/02 Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 i Balance Due $ 0.00 Kei Wilkinson POWTS Plan Reviewer, Integrated Services WSMART code: 7633 (715) 524-3630, Fax: (715) 524-3633 , M-F 7 am - 3:45 pm kwilkinson@commerce.state.wi.us i cc: Leroy G Jansky, Wastewater Specialist (715) 726-2544 . TITLE SHEET Page of MOUND SYSTEM FOR A 3 BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD-10691-P and the Pressure Distribution Manual SBD-10706-P (N.01101) (N.01101) LOCATED IN THE tJc 1 /4 OF THE NW 1 /4 OF SECTION , T _L$ N, R I W TOWN OF ~R+J G ALL gr~PlK COUNTY, WISCONSIN. u x 3 0 F-- CS y" t col-. i LL , P9 39'-':3 INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW-CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR Z 3 3-7 5 0 P4, kJ Q~-~-~wt~, Lvl s~tUO2 CQ^^~Ci~CN NzEDcD SEE CC~RESFONuri CE PREPARED BY WECERER SOIL .TESTS !VG AND . DES I GtV Sr=-RV I CE P.O. Box 74 421 N.Main St. River Falls, WI 54022 ~~il1t Phone 715-425-0165 Fax 715-425-6864 l~~Qi~dS/ P.O.w.T.S. $ l+ A(iTM/~ 1 Condition allyH~~ } P91, 611,$NiQgTw, APPROVED . DEPARTMENT OF COMMERCE DIVISION OF SAFETY AND BUILDINGS wj` I G r' EE CORRESPONDENCE 3159 - JOB NO. C~Z_ 16 1 --3 mound System Management Plan Page Z of 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 be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. PUmo 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 compaction may hinder aeration of the 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. Influent quality into the mound system may not exceed 220 mg/L 8005, 150 mg/L TSS, and 30 mg/L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. 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 test is performed 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 and local or state rules pertaining to system maintenance and maintenance reporting. S$~ -I obol 1 _ P 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 a tank or component. Contingency 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 immediately repaired or replaced 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 by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning Office at ~s q 680 1-sr. c1l UX The system installer 'at 38- 6---Ilzj SCLinj Mtn 'c The tank manufacturer at QUO 3.ZS _&y C ~t o-9 (~Iz The effluent filter manufacturer at -Zt- S"1~'Z Z ~Q1 The pump manufacturer at - 6 30 - ,6 zo- q~ q GpU Lp S 1 Goulds • Submersible Effluent Pump 3871 EP04 EP05 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. • Effluent systems dry without damage to heat transfer. ■ Motor Cover. Thermoplas- • Homes components. tic cover with integral handle Motor: Available for automatic and • Farms manual operation. Automatic 'and float switch attachment • Heavy duty sump • EP04 Single phase: 0.4 HP, models include Mechanical points. • Water transfer 115 230 V, 60 Hz, 1550 Float Switch assembled and ■ Power Cable: Severe duty • Dewatering RPM, , built in overload with automatic reset. preset at the factory. rated oil and water resistant. SPECIFICATIONS • EP05 Single phase: 0.5 HP, m Bearings: Upper and lower 115 V, 60 Hz, 1550 RPM, FEATURES heavy duty ball bearing Pump: EP04 built in overload with 11 construction. EP04 Impeller. Thermo- s Solids handling capability: automatic reset. plastic Semi-open design /4' maximum. • Power cord: 10 foot with pump out vanes for AGENCY LISTING -1 • Capacities: up to 55 GPM. standard length, 16/3 SJTO mechanical seal protection. SP• Canadian StandardsAssociatien • Total heads: up to 24 feet. with three prong grounding _ • Discharge size: 11/2" NPT. plug. Optional 20 foot ■ EP05 Impeller Thermo- (CSA listed model numbers • Mechanical seal: carbon- length, 16/3 SJTW with plastic enclosed design for end in "F' or "AC".) rotary/ceramic-stationary, three prong grounding plug improved performance. BUNA-N elastomers. (standard on EP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104°F (400C) continuous superior strength and 140°F (600C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET stainless steel. 10 i • Capable of running ~ i ~ • dry without damage to s 30 components. ( I Pump: EP05 s _ - <r< } • Solids handling capability: c 25 maximum. W 7 U_ B - • Capacities: up to 60 GPM. = i • Total heads: up to 31 feet. 6 20 31,q • Discharge size: 1V NPT. - • Mechanical seal: carbon- 0 5 15 rotary/ceramic-stationary, j BUNA-N elastomers. 4 EP05-- • Temperature: ° 3 1o 104°F (400C) continuous I 140°F (600C) intermittent. 2 5 1 ( , 0 00 10 20 30 40 50 GPM 0 2 4 6 8 10 12 rn/h CAPACITY ®1995 Goulds Purtips, Inc. Effec dve may, 199s 83871