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040-1104-40-000 (2)
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Z � ozCo $ (D C ° E a c -2zm o a) c E WCO mcEc— a°oo — wca> .2 cE �= ao a) J E � OEao CD N J F: ° oaN m w o ° oo mZEcro cz y m 3 -c 0 a« 0z N a) a3 3 � c a« N T a) - (0 -21 - N'— 3 o E m� in y — 3 00 E E 0 NY L 3 (6 N— +N N— N N V y a N N >+N C O N N(� N a N C O y Z E� 0 3 c :° > y 0 z 0 �i c cLa � 0 n � a>� c cLV (D0 a m� 0mo v ` � J � 3 0 @ � � o m � @ -� � 3 me �Op a °-' @ E —°c ° N cca c NO Q O N Q N N @ O U O U L U O O N N 0) III LL Z E z o v > '£ o ,o co I : E a m N F- U) L L O Z d J N M r- T N N a) > E E I (6 7 O 3 Ir •� III � 0 a) I O L L > 7 Q N 0zz I I 0) 1 � CL m `l 2 " 0 L a U co co a U o C, E 0 G a aj c 6 c L co fn N c O E in c LL H F- F- T-2 D 2 D M O O O •N R T a. a a a " V 0 � rn o o �n : ao ao 0 0 0 0 !� J V III': c rn rn �i c 7 Z z Z Z O M 0 0 c lu O n O w m y a0 m a a0 '6 N O )) Q ia, N N o 7 « Q Z V) Z U) Q Q Z U) Z w Q@ �j O N G IV Op !. O O N N 7 O O O N N z O O p O_ O C C C d 00 r0 C C C U d C) r0 3 p N N E C E 'C3 N N N N E C rte+ O O CO a) .0+ 7 � C 3 N_ _M C a) 7 m a- C N_ Cl) , Lo N • i7.-> q E E V (D N p O N O N O O U O F- :D O U Z d Z F- Z d Z r- U) a. CL w CL Z `�1 A vat '! 0 Page 1 of 2 Pam Quinn From: Jansky, Leroy G - COMMERCE [Ijansky @commerce.state.wi.us] Sent: Friday, May 25, 2007 11:49 AM To: Pam Quinn Subject: RE: UWRF Dairy Science Teaching Center Yes. But bring a hard hat. I will let you know when the inspection(s) is planned. From: Pam Quinn [mailto:PamQ @CO.Saint-Croix.WI.US] Sent: Friday, May 25, 2007 11:47 AM To: Jansky, Leroy G - COMMERCE Subject: RE: UWRF Dairy Science Teaching Center Can we go along for the educational value??? We like field trips@ Pamela Quinn, Zoning Specialist(POWTS) St. Croix County Planning &Zoning Dept. 1101 Carmichael Road Hudson, WI pamq@co.saint-croix.wi.us From: Jansky, Leroy G - COMMERCE [mai Ito:Ijansky @commerce.state.wi.us] Sent: Friday, May 25, 2007 11:38 AM To: Pam Quinn; Ryan Yarrington Subject: UWRF Dairy Science Teaching Center Just a heads up. This project is state owned and located on state land. The sanitary permit for this project will be issued by Commerce out of our Green Bay office. Inspections will be done by yours truely. Leroy G. Jansky, PSS Wastewater Specialist 13 E. Spruce Street Chippewa Falls, WI 54729 5/30/2007 _ SANITARY PERMIT sr. c Ac;IY. COUNTY LDILHR TRANSFER/PEL UNIFORM PERMIT #k PERMIT RENEWAL DATE: PERMIT TRANSFER DATE: ORIGINAL PERMIT ISSUANCE DATE: STATE PLAN I.D. NUMBER: 9-Z6-8q 3 - 31 - ea S -.)05o7 PROPERTY LOCATION: 1„" NW '/4 SvJ '/4,S o.(o,T '$ N,R Iq E (o W TOWN O TRO LOT NUMBER: BLOCK NUMBER: SUBDIVISION NAME: NEAREST ROAD, N 4 I K)A N46, Co u nJr-` }�w�{. "M PREVIOUS SANITARY PERMIT HOLDER (IF CHANGED): SANITARY PERMIT TRANSFERRED TO: NAME: SIGNATURE: NAME: r PHONE NUMBER: ADDRESS: PHONE NUMBER: ADDRESS: -9 1989 OFFICE OF DIVISION I, the undersigned, hereby assume responsibility for installation of the private sewage system that has previously been approved for this property. C,P kk_ E ? - - S'= i 1 PLUMBER'S-FIGNATURE' - PREVIOUS PLUMBER'S NAME (IF CHANGED): f✓. R J. Rt_tau iZ i PLUMBER'S ADDRESS: PREVIOUS PLUMBER'S ADDRESS: RIV�12. ��5 wT- SY�2Z 1227 P2oSPc�T S� , �u� �, v:�� s�! �3� *W/MPRSO NUMBER: PHONE NUMBER: MP/Ib4PR6W.NUMBER: PHONE NUMBER: 337 (-71�') 4z5-2t?S I`�to8 (�1s ► ��2- 8190 SIGNATURE OF ISSUING AGENT: DATE APPROVED: DISTRIBUTION: Original-County Copy-Bureau of Plumbing Copy-Owner DILHR-SBD.63�q)(R.5/82) Copy-Plumber Al C C T 11989 $9 iT L n ry ti 20FRcc '� ui E nN a oE_ Y o a n ? m T a ;° m H A c Q E ,'m, E E H j LU_ �E °CD c�� m c o_ a 3 c ° m H o ° H d E m o �m � L Q 0 ° acv „ ° °' I Rom: Hmw � m � an d `c° N N N N ` Z O p0 •_ 'u C > �y Q •+ I,--. y y.� •• >._C ° N C ° W Z „ g •E NO.0 - m ai �, O v a CL 0. c a C-) LMAMJ = �o > E COME Z H aL > ,D,EL E EL c aro O `m - d Ln m O c > O O O 4 7 ` M d � d w •�N r E - f0 N > > 7 W N L m E O > r ° y E C m Y C '"' 3 E d °' 1 1 � � E o O Lu o f ammm 1001 ra ° E u F- and '°"- >Da rn` >° r. > d - - . E -o 0 2 � d C° MENm 0 ° m'« ME 3U > W rn mo c m m > U ° m o_•- c E d m m ° W r r. m 3 � 4,r.. rA >� W T ~ m ~ ° ~ ° `O UY � mm Hy � '� Q m m _ m 3 Z U O 7 ` d Z u N o d a o ` _H s o cc: Z W Z z L) CUD 0 O _ o w Zv M _ O O U o° z Z > > L C) U � J Ir ° 0 ZO Q ° z `n o Ir LIJ v LU Z -d p � W CO � O C/) Q�Mac r J 4.0 � d U C/) m W W � � U) ° Ir > Z X 2m 1 a W � ~ F— N U O J o FI W O LL cr w QO C0003 CU W m z 0 C z C o 0 cc °�° O z = _ CL 0 a- Q E— o =ffailLn SANITARY PERMIT APPLICATIO ZNIC COUNTY In accord with ILHR 83.05,Wis.Adm. Code STATE SANITARY PE ## —Attach complete plans(to the county copy only)for the system,on paper not less than sTATE PLAN LD.NUMBER 8'/z x 11 inches in size. —See reverse side for instructions for completing this application. 1 PETITION ❑ 1:1 1. APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATIO . (�`J FOR VARIANCE YES NO PROPERTY OWNER ROPER Y LOCATION '/ '/a, S T , N, R E (or).W PROPERTY OWNER'S MAILING ADDRESS UMBER BLOCK NUMBER SUBDIVISION NAME CITY,STATE ZIP CODE PHONE NUMBER CITY NEAREST ROAD,LAKE OR LANDMARK ❑ VILLAGE : 1771 TOWN OF: MA II. TYPE OF BUILDING OR USE SERVED: Number of Bedrooms if 1 o 2 Family OR ❑ Public(Specify): III. PURPOSE OF APPLICATION: (Check only one in##1. Check##2,3 or 4,if applicable) 1. a. ❑ New b. ❑ Replacement c. ❑ Replacement of d.❑ Reconnection of e.❑ Repair of an System System Septic Tank Only an Existing System Existing System 2. ❑ A Sanitary Permit was previously issued. Permit## Date Issued 3. ❑ An Existing System has been inspected and soil conditions meet minimum requirements. 4. ❑ The System is shared by more than one owner/building. Attach Common Ownership Agreement to County Copy. IV. TYPE OF SYSTEM (Check only one in##1 and only one in##2) 1. a. 1-1 conventional b. Alternative C. ❑ Experimental 2. a. ❑System- b. ❑ Holding c.❑ Pit Privy d. ❑ Vault Privy e. ❑ Mound f. ❑ IGP In-Fill Tank V. ABSORPTION SYSTEM INFORMATION: (Check one) 1. a. ❑ Seepage Bed b. ❑seepage Trench c. ❑ seepage Pit 2. PERCOLATION RATE 3. ABSORPTION AREA 14. ABSORPTION AREA 5.SYSTEM ELEVATION 6. WATER SUPPLY: (Minutes per inch): REQUIRED(Square Feet): PROPOSED(Square Feet): Feet ❑Private ❑Joint ❑ Public VI. TANK CAPACITY Site in allons Total ##of Prefab. Fiber- Exper. INFORMATION New xisting Gallons Tanks Manufacturer's Name Concrete Con- Steel glass Plastic App Tanks I Tanks strutted Septic Tank or Holding Tank ❑ ❑ ❑ ❑ ❑ ❑ Lift Pump Tank/Siphon Chamber ❑ ❑ ❑ El I ❑ ❑ VII. RESPONSIBILITY STATEMENT I,the undersigned,assume responsibility for installation of the private sewage system shown on the attached plans. Plumber's Name(Print): Plumber's Signature:(No Stamps) MP/MPRSW No.: Business Phone Number: Plumber's Address(Street,City,State,Zip Code): Name of Designer: VIII. SOIL TEST INFORMATION Certified Soil Tester(CST)Name CST## CST's ADDRESS(Street,City,State,Zip Code) Phone Number: I IX. COUNTY/DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee Groundwater ate Issuing Agent Signature(No Stamps) ❑Approved ❑ Owner Given Initial Surcharge Fee Adverse Determination X. COMMENTS/REASONS FOR DISAPPROVAL: SBD-6398(formerly Plb-67)(R.03/86) DISTRIBUTION: Original to County,One Copy To:Bureau of Plumbi g,Owner,P mber INFORMATION & INSTRUCTIONS FOR COMPLETING A SANITARY PERMIT-- APPLICATION TO THE APPLICANT: 1. This sanitary permit is valid for two (2) years; 2. Your sanitary permit may be renewed before the expiration date, and at the time of renewal any new criteria in the Wisconsin Adrninistrative Code will be applicable; 3 All revisions to this permit must be approved by the permit issuing authority. A new permit may be needed if there is a change in your building plans, system location, estimated wastewater flow (number of bed- rooms, etc.), depth of system, or type of system; 4. Changes in ownership or plumber requires a Sanitary Permi' Transfer/Renewal Form (SBD 6399) to be submitted to the county prior to installation; 5 Private selvage systems must be properly maintainer. The .srptic tank(s) should be pumped by a licensed pumper whenever necessary, us: ally every 2 to 3 years; �: If yo:: ha✓e questions cor,cerning your private sewage, syster , contact your local code adrninistraior or the State of Wisconsm. Bureau of Phimbing, 608-260"--381; To be compl:ae and accurate this sanitary permit applicat+on must include Property owner's name and marling address Provide the legal description where the system is to be installed: Type of louilding or use served: If public is checked, indicate -ype of use (:.e. 10 unit apartment, 30 seat restaurant, etc.). Fill in number of bedrooms if building is a one or two family dwelling; 111. Purpose of application: Check only one in ##1. Complete ;#2 if permit is for tank replacement, reconnection or repair; IV. Type of system: check all appropriate boxes depending on system type. Check experimental only if project is in conjunction with University of Wisconsin; V. Absorption system information: Provide all information requested in ##1-6; VI. Tank information: Fill in the capacity of every new and/or existing tank, list the total gallons to be installed, number of tanks and manufacturer's name. Indicate prefab or site constructed and tank material. Complete for all septic, lift/siphon chamber and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR; VII. Responsibility statement: Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Plumber must sign application form. Fill in designer name if applicable; VIII. Soil test information: Certified soil tester's name, certification number, address, and phone number. IX. County/Department Use Only; X. Comment area for use by county or resaon given when application is disapproved. Complete plans and specifications not smaller than 8'/z x 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; dosing or pumping chambers; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 form. ------------------------------------------------------------------------------------------------------------------------------------------------------------ GROUNDWATER SURCHARGE On May 4 1984, 1983, Wisconsin Act 410 was signed into law. This legislation is more commonl , k owr as the groundwater protection law. This change in statutes was :he result of , ve 2 years of Steady negc ation and public debate. Th-: groundwater b,;l Groungvvater. ir,clu led ie r;reatior, of surcharges Nees, a number o` regula±ed p°actices which \1zis�c�rr�Ci#1'S a •;n e fec gr;: un wa =r `?e surcharr took e`fect on ,.iuly 1, 1984 Ail of the water that �9ndwate: thr'ou h c-i1r soil absc: t� n ijuri,.�i t ,aStlp4 yo,Er r ildi=1g : returned t,:� the grc� g y: s p �: yyst ni o thF• disposal site used by Sur holding tank pumper. Q 1 Ie ioni;.$ ter"" th ".0 th.'se urcharces are ads d V g :'Jrh:'!' '-°3 s g'. W3 r f_;rG <tdn-ir11� re.,.' ",)y ie ?er , tr en f Natur�.l R_ source ,. These fun= , -e t ed. 'i,r ,on tor!rg gran l 1- ` t 4t' Q 'Jr''wa_er )n`. J,•=xtic l Ir;. 'st:gat]:-)ns =gin( o._ ?I!. im t C St, da ds. arc,Ind.^'3t: �._ __ _. nal t Scale 1"= 101 r I . ��OR Et-.42,!•0 q J cOU ER ovEsZ, PIPE o ;. >=-c'''c� �>Ra��tcl►aG 1oTr GA?i: 4' Z"It-Z 3b to — r �p ?0 Co�3tNhRWU 5�nc L Lill -S"* y > GH11N802 0 0 N c tank that is v trust be On this PrQ%1 26.1�h qll / Q z r. }, DEPARTMENT OF 1'i G,U P LATO S I IS{C,'s "� r r. FLELD DRIVE Y NoT wtm.t. To t3E fiTC�ST ED F� LOM )'70uxiD , vt I _ ill- U I\ST Z S FtiOM TRA► k, NOTES 1. Elevations shown are existing ground elevations unless otherwise noted. 2 . Install cast iron pipe 3t onto undisturbed soil both sMisl aflmeh tank. 3 . Install.permanent markers at end of each lateral. ( required) 4. Install 411 observation pipe with approved cap. ( Z pL�J WV—#�I.1Pr- .0 5 . Septic tank to beTlzo/lso gallon capacity as manufactured by 6. Bench ?':ark- Elevation ash#I - L-"L g)S--7-on1TaP ot= v,*0D -CORNE-R poST EL_,_y/Z.9,'4ti, SP1�cL i'A-E3()vE 61:OUXit) jN WOOD POS7 . _•__-j1V={` SURIF-Hcy F-•lZJ ► t73\�:IJ1 -TL P—I<E:\ —Ili)Ll - C,L�ANOUT- bE7'�4t l_ _ SST PitOSI' SL�"U� 1W OUTStDC- G�b6Q pF J>" O1 0 6 y'' "I N. V-Rz 1 S�'EUE. QvC CL�l- OQT F)2oST S LE'euel LIB H►►a. 'Mt0-4z WJ'\-TM716H7- Co►�c, pi'cO 70� o� S���vE. c��Wr FiZoST _ y"pvc LA-31-r C y"Puc �2hix1 pipe - I RECEIVED MAK 171988 PLUMBIM71 pURPAU Sirov-', Marsh Nay, Or ->»pV Synihei-ic Covering DIsi ribut ion Pipe um Sand ( - FJ e - JG Topsoil S °c slope �'_ 2 gFor ce tJ,ain Plowed Bed Of 2 z floor e ooi e From Fump Layer D 1 C, E C caas � e,ctlo�n Of A Mound Sysiem Using F p a A Btd For The Absorption Area 1 . 0 4... .. A � Ft- H 1. S �- B Z_ Ft. r g <E' Ft. 1 - r _ L bZ q Ft. k' Z6 Ft. L Observaiion Pipe--\ K Al Disi ribut ion Bed Of z�— 2 i� Pipe Aogregate 1 Observation Pipe Permoneni Markers RF-CF-IVED PLUMSIhC? Rl1Pl�AU pion View Of Mound Using A Bed For The Absorption Areo Perforoted Pipe Detall' �� � EnC Fier r t . �CrC e V D01 UR i Art c oupn, Sao:ec RT �D of EA CK IJ.TE"A� P s I t PVC MC•n'!DIC flat } yi'✓ tor �� t 'V_ U•__ M... IDt C51 :-+Ort Sn DUtC b j hteXt rC tnC GOC End Cop Distributror. Yt Lovout D a pflI 1 t i 7: V''.`'e'J�Z A : Y i-,1_—+A S 4i Inch is i C- D-, DEPARTMENT OF INDUSTRY, L'E''" A,`0 H:, AN RELATIONS ) inch(esl, `"c iVi5Sufa u i, inches Force ani gold Z r c o r c e ;E i n " Z Inches SEE F>Lc E 1 U2 S�1 FFZr'1 cfEQTER OF tl `To tv_xT 17 1988 PLUMRIN'I? Cohn 11J F��1 Ohl S�1�Tl C. `�"Af•�tt A tJ� • Pur"P CHtiIr,tJ�R. CR055 SECT10ti_AUD SP[ CIFICATIDQS ^ pb-s of S -— — -- —VCQT CAP .�C.hTNLfC FRUOF ��UUCTIO►.] BOX 4,c. VENT PIPC APPROVED LOCKIFJG 25 FROM DoDR, MKQ► +OLE COVER w► w A�.'lJ I U r_ OW OR FRESH 12•"ilu. Al IAJTAKE coupulr EX 411.S� A I y',�I►J. 1, 15, PROVIDE wL-C T AIRTIGHT SCAL I { 34FFL-ts A � I � ( APPRDYED JoIuTS App DYED JOIAJT -150 GAL { I�{ W/C.I. PIPE W/C.Z. PIPE ALKKK UG 3' CXTENDIUi; 3' �ZOt� 6�L. ��� �� �� EXTLIJDI ONTO SOLID WIL OWTO $000 SOIL S�P�C � � 6 ( 'I { OIJ ELEY. x(00 S FT. PUMP - , OFF i r D CDUCRETC 3 bLDr- 19 RI E#F EX4 PGRMVTCD`\'O t 1F TAIJK MAIJUFAGTLJRCR HAS SUCH kPPROVAL TEpDIN, r n I F I C AT 10 IJ S SEPTIC DOSE` °2LL � t P 1OVCTS IJUMtSER OF DOSCS: 3 'Z PER DA ti TA,Li KS f . TAUK Sl � ri !. � ;s'r ALLO►JS DOSE VOLUME S - EIECTRU SYS7�r'/S IAICLUDIWE, 5ACKFLOW: �` $ " GkttDhlS r'..LICRt�I MAUUFACTUP.CR: MODEL UUM6ER: 101 Hlil} CAPACITIES: A= Z� IUCHC5 OF, 33� ", I;XLLDU5 �wITGk T�PC: Fl G_RCK-)P_Lr 5 =? !►__HES-GR 3Z` GALLD► S NumP !';AIJUFACTURCR: S E YlLl 4 C = IU_HC5 OR 0�6•D CALLOUS MODEL DUMBER: SS D- a IF.L:HES OR 2��'3 GkLLDUL 5WITCH TYPE: MOT C' PU/,P A.UD ALARM ARE TO 5L 3-).yy GPM IN5TALLED QA1 5EPARATC CIRCUiT5 ,^rlIKI1MUM DISCi�,ARGE RATE VERTICAL DIFFERE►JCE DETWCEU PUMP OFF AUD.D15TRIBUTIDU PIPE.. 5-3 FEET �- rSIIJiMUM ►UCTWORK 5UPPLy PRESSURE . . . . . . . . . 2 5 F 3O FEET OF FORCE T1AI►J X 2'33F/c)II.FR1CTlOU FACTOR_. 3' 03 FEET RECEIVED TOTAL DyiJAMIC HLAD = 13-C- FEET MHK 1 ',' 1988 116 r gaily n� r- ! r c,t�4 %iMEI!5101-, OF TAUK: LEQGTH _-- ;4JID I N. — � LIQU —.-- ' ,AS 1�1: -1- 1,►`vF A�Tv1� L�Z = —.� 1�_ 6° L / /n�`}; — 07 co CD Lf) � CO N O CD N . O O - cD N N LO Lo O N O UJ O - — - - ern .° uj OD D. D LO z Z 0 =� (D U) :E T O ui Lr) W Q Co Cr (f) Cc O 0 C\J ui C) t� O 0 U U) CO N i' O O T f O. Q N — — RE EIV 00 0 --- CD -t N O 00 CD C_V_ O 00 CO "*MCIJ't '9$$ N CV N N Y — I ' '— �` = j I e y j-3 L! FLUMBINC BUREAU State of Wisconsin ` Department of Industry, Labor and Human Relations SAFETY&BUILDINGS DIVISION �• '',a PRIVATE SEWAGE PLAN_APPROVAL n Office of Division Codes and Application 201 East Washington Avenue P.O. Box 7969 r Madison, Wisconsin 53707 d. WEGERER, WEBER & ASSOCIATES Owner: UNIVERSITY OF WISCONSIN P.O. BOX 74 RIVER FALLS RIVER FALLS, WI 54022 RIVER FALLS, WI 54022 RE: Plan Numbee: SOB-00502 Date Approved: March 17, 1988 Gallons Per Day: 240 Date Received: March 17, 1988 Project Name: U.W.•- EWE FLOCK HOUSING BLDG. location: NW,SW,SEC.26,28, 19W Town of TROY County: ST CROIX Fees Received (Priority Review) : 240.00 The plumbing plans and specifications for this project have been reviewed for compliance with applicable code requirements. This approval is based on Chapter 145, Wisconsin Statutes and the Wisconsin Administrative Code. The plans are stamped 'conditionally approved' . 'This approval is contingent upon compliance with any stipulations shown on the plans. All items that are noted must be corrected. All permits required by the city, village, township or county shall be obtained prior to construction. The licensed plumber responsible for this installation shall keep one set of plans with the department' s approval stamp at the construction site. The installer shall notify the appropriate inspector when inspections can be made. III This approval will expire two years from the date approved or if a sanitary permit is obtained, it will expire the day the initial sanitary permit expires. The Section of Private Sewage has reviewed these plans for private sewage system code requirements only. 'These plans have not been reviewed for the code requirements Ili set forth in Section ILHR 82 for general plumbing or in Chapters 50-64 of the Wisconsin Administrative code. This approval is for the following components only: — NEW MOUND I NOTE: This approval does not include plans for the general plumbing systems or sewer piping before the septic/holding tank that is required for this project. Those plans must be submitted and approved before construction on this project is started. NOTE: This approval is for temporary holding tank(s) only. The soil absorption sys- tem that has been approved previously for this project shall be installed and in operation no later than LSI- 1p,0$ A holding tank servicing contract shall be filed with the local governmental unit and the county prior to the issuance of the sanitary permit or installation of the temporary holding tank. SBD-6423(R.10/87) A � } State of Wisconsin ` Department of Industry, Labor and Human Relations SAFETY&BUILDINGS DIVISION WEGERER, WEBER & ASSOCIATES Page 2 Inquiries concerning this approval may be made by calling (608) 266-3937. Sincerely, AMES QUINLAN Section of Private Sewage j Division of Safety and Buildings PPP012/0009n/ 2 cc: UNIVERSITY OF WISCONSIN Private Sewage Consultant County UW_.SSWMP u Plumbing Consultant Owner Plumber --Plumbing Health i I I SBD-6423(R.10/87) MOUND SYSTEM Page 1 of 8 LOCATED IN THE PIhl4 OF THE SW-1 OF SECTION 26, T28N, R19W, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN. Iiv DEX Page 1 Of 8 TITLE SHEET Page 2 of 8 PROJECT DATA Page 3 pf 8 PLOT PLAN Page 4 of 8 CLEANOUT DETAIL Page 5 of 8 PLAN VIEW - CROSS SECTION Page 6 of 8 DISTRIBUTION PIPE LAYOUT Page 7 of 8 COMBINATION SEPTIC TANK,/ PUMP CHAMBER Page 8 of 8 PUMP PERFORMANCE CURVE PREPARED FOR UNIVERSITY OF WISCONSIN RIVER FALLS, WI 54022 PREPARED BY 1EGERER, WEBER AND ASSOCIATES P10. BOX 74 421 N. MAIN STREET RIVER FALLS, W,I 54022 @ zip _ ® ARTHUR L I p WEGERER F� 4915 P ra m ELLSWORTH, • MS. = S 40 vp ••' , �ts,l;dlsgt ®seo JOB NO. 88-32 ® Z RECEIVED MAK 17 1988 PLUMBING BtJPEAIU PROJECT DATA Page 2 of 8 The building to be served is for animal housing and demonstration purposes. There will be two floor drains, two employees and a maximum of fifty students ,on occasion, for demonstration purposes. ANTICIPATE WASTENATER Floor drains 2X50 gpd = 100 gpd Employees 2X20 gpd = 40 gpd Students (assembly hall) 50X2 gpd = 100 gpd TOTAL = 240 gpd Si{ TIC TANK 240 gpd + 750 = 990 gal capacity minimum required. A 1200 gal septic tank/750 gal pump chamber combination tank will be installed. MOUND SYSTEM The mound system is designed for 300 gal/day. The minimum required is 240 gal/day. i - 00.502 RECEIVED MNK '17 10 PLUMBING BUREAU ST. CROIX COUNTY WISCONSIN F gar, 'M '4a ,r, ZONING OFFICE 796-2239(HAMMOND) 425-8363 (RIVER FALLS) HAMMOND, WI 54015 February 10, 1988 Division of Safety and Building Bureau of Plumbing P.O. Box 7969 Madison, WI 54707 Dear Sir: An on site investigation for the University of Wisconsin-River Falls property located in the NW 1/4 of the SW, 1/4 of Section 26, T28N-R19W, Town of Troy, St. Croix County, revealed suitable soils at a depth of 2.8 feet, below which seasonable high groundwater was noted. This site should be suitable for a mound system. Should you have any questions, please feel free to contact this office. Sincerely, i-Aewe � Thomas C. Nelson Zoning Administrator TCN/rc DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY& BUILDINGS IND..V$TRY, ______ __ DIVISION LABOR AND PERCOLATION TESTS (115) P.O. BOX 7969 HUMAN RELATIONS MADISON,WI 53707 1 (ILHR 83.0911) &Chapter 145) LOCATION: SECTION: OWNSH UNICIPALITY: LOT NO.:BLK.NO.: SUBDIVISION NAME: Uw1/ sw1/ z6 TzeN/R IgE (a TR.o y COUNTY: WNER'S UYER'S NAME: MAILING ADDRESS: S�'. C.RA 1)k LJO t U el S I`I 4 OF W)S C IN 1 S V o L Z USE DATES OBSERVATIONS MADE NO.BEDRMS.: COMMERCIAL DESCRtPTION: PROFILE DE CRIPTIONS: PER OLATION TESTS: El Residence _A �wE F;oUz 11vStn/G IgNew ❑Replace - �NP h� ue4Mj S*AT) 3v► �IlvG CZI -6pt.t,"A0JS,Z(ffhP-046*S, PISS "504 f%LL-SO c'•E'oPLC)2VO GPC� RATING:S=Site suitable for system U=Site unsuitable for systemL'„pV k" 0Xj_SITp f34 �)4 k3eL4 I fsJV - Z-$`a CONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILLHOLDINGTANK: RECOMMENDED SYSTEM:(optional) os ®u Ns ou as ®u os �u ❑s Wu Z�,x 6Z ATE: If Percolation Tests are NOT required DESIGN R *, {� If any portion of the tested area is in the *1 under s. ILHR 83.09(5)(b),indicate: /V`i1• iFloodplain,indicate Floodplain elevation: PROFILE DESCRIPTIONS BORING TOTAL DEPTH TO GROUNDWATER-[1411010198 CHARACTER OF SOIL WITH THICKNESS,COLOR, TEXTURE, AND DEPTH NUMBER DEPTH 14%, ELEVATION OBSERVED EST. IGHEST TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.) I I o•7'Vb1r_IBINT I T5 ; 1.0'1311s ;k.S'BnIiLkv`f SPl;o.7'BnS); B- 1 S.q 11Z.4 1�1pIU hbTQ z.3' o�' bt�3n al ; �.3'B►.�s WA s P/mss ot 'r-'�%ise spors I a.b' ; t•p'h'r►sl ; �•O'�lz 8n B- 2- 1 5•ZI L4()9'•9 'M tJTo 3•a/ %C l ' w).l• l3h�S LS PIECES S1S SPOTS B- 3 S. OI 40S.y 1.�0 h�aTGd Z. r 0,91 �htn$'I J TS ; 1.1' WASO ; 1.9'$YISI ; 1.4'bk-8y% l 8 sc1 , O•S' LT Bn '�s k/j LS Pl Ecer I 0.bl Z)W- 6n sit TS ; 1•S'8h Si( � o•b'6-"S1 ) o•S' 3n -F's ; B- 9 (� -3 \401`8 11JzrtlIs hao7LO 3.Z \,3'oEL @n Sal w/> SOX LS ' /•v'tTSa'FS a'S •wJLS 0.8' otz8nsi1Ts; N•), 3n sil; �•�' !Avhv%f I•o �, B- S -7.2' 0 l•y 1vC1nJ hq OT C? Z•8' S) • o,'I 'b r l 'Ll- v, w C.S bhBhSiITS ; 1•'L'.$nSi �'2hSl i 1.3' bW_Vv\ g_ (� 6.16' 406.-1 � N3uvQP= wty0- Z.$' SC.) w/ LS ' Z.S ' LT i3 w LS PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES NUMBER INCHES AFTER SWELLING INTERVAL-MIN. PERIOD 1 PERIOD 2 PER PER INCH P_ Z,Z lv4ZKI% 30 -)1 R, 3 P_ z 7.1. V, a E 30 tis//6 1 J 3O P_ 3 Z 2 ,UOILI P- P- P- PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori- zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent of land slope. %c- Mm C)F g1eb EL. L4b$.S r _F" GC 40 1v►Cl�l� s 1 SYSTEM ELEVATION r►IA.�,IMUM ►•o'OF SAM1� (3W1- F400Ct Lam, o>* EXi1 vp W G S of 'W1% ' .,� LEL• 1 z 9 ►� r� y � g SU. 14 v- 1C/ 6ATEm. B 3 E � NZ ` . . . . N g•Z i3 : i J°� 10'o vo LvC S� 4F9�D bti 4 �� ..�, � b5 _ • 1 � S. 4rV � , 3 +• E t , F 0--M Hsi • sic Z6 I,the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin Administrative Code,and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. NAME(print): T1-4 TESTS WERE COMPLETED ON: 1�t P t�TZ L. Lv�G�.�`�� ADDRESS: TZOUr -e L/ fox CERTIFICATION NUMBER: PHONE NUMBER(optional): LL v I SVO/I S�6 ,�s-4zs-ot6y CST SIGNA I , DISTRIBUTION: Original and one copy to Local Authority,Property Owner and Soil Tester. DILHR-SBD-6395(R. 10183) —OVER — r 4 INSTRUCTIONS FOR MP ETING FORM 715 - S -D • 6595 To ta(;a cornr)bete and ate sail test,Your Ieport must include: de: 1, Complete legal (Jescription; 2. The rase section must ClOarly itiLliCa -;ivhether ill€s is a reslioerice or conin"e£.?"„al project; 3. NIAXINIUNI nurnber of bedrooms E r c mrnercial use planmv£:i; 4. Is this to nevv or replacerrtarti sysV.e1: . Cnsnpa ti: tal .i:.y Yatlraq box A SI FE 1S SUITABLE FOR A Ht" L,D!NG T jvl< ONLY IF ALL OTHER SYSTEMS AM". RULED OUT BASED ON SOI!_ C"(DINDITIONS; 6, PLEASE: use the abb vi a4:£,ns bhovvm here for tivn it l C rof I des riPtiocn <E 'a €;o "c t,riq the,plot plan; 7, MAKE A LL",G'IELf, ati gram accw-,�tr.ly ioc ur;f yoi,V test, lcicatinns. Dra,,;,nq to stale is preferred, A separate=slte i t may bill used if desired; � . 1'la'e sure yolk"b .rhos"k: and ertical elt. .tion ieffea`ence p(-,);nt a€i ck,£ r and €a_. permanent; 9. Con'a plete all appioi iw bux.es as to dates, n,"I :ai s,a{:tdross","s, flood plain a�ca r�:., pelr,o€2at..nn lion, i{'ell�{�SrC3j-3Y1aL;;'i It fho, a, fl,-K)d paw,e,le'v,,Yfiioo)does no d.,ipply, ffla ,e, N.A..tri the approor,a'te, l:€oX; 1!. Sign the for n ai-ld pl ae,i y Ur Lt;ri e n you", 13, Nlakp Iegibs e co,si£,s and dis,r.karuie as r suiri;d, ALL TESTS PJUSIF BE FILED WITH THE LOCAL AUTHORITY WITHIN :30 DAYS OF t;OMPI-ETIUN. ABBREVIATIONS FOR F TIFIE SOIL TESTERS Soil Sef:an,,tes and Textures Other Symbols S ea a,' 1 ",' EH — 1(Khcck Cnb t,00Ne (3 10-1, SS Sandstone Gravel (i.ira=dor 3"1 LS _._. Lsrr e£!.0r€E; ,..,. ` HQ VV Hitftt tar<'.:*un(va',,e sll&,diurn Sand piwll Sam! Si t Lo ri sit:' _-- Silly t..,i<a"y t" _.... ievv, Clay c, con"Imon, omwe pea;. , rvy ._... IlJI iaCK <_3 _..... rIIS Jnct X ifi:'r,'...of soil "::XtU?es .mrfarc vv, io) liquid di,,,3P 1s l BM ..._. Bench IN,'q::"k Vl;P _... Vert.(--,ti rR w=,.,1'ir Point,.. O THE OWNER: This soil test report is the first step in securing a sanitary permit. The cortraty or the Department may request verification of this soil test in the field prior to permit issuance. A compiete set of plans for the private sewage systern and a permit application most fre submitted Lo the appropriate local authority in order to obtain a permit. The sanitary permit must be obtained and hosted prior io the start of any construction, DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY 7BU INDUSTRY, BOX 7 LABOR AND PERCOLATION TESTS (115) MADISON WI 53707 HUMAN RELATIONS 0LHR 83.0911) & Chapter 145) LOCATION: ' SECTION: OWNSH UNICIPALITY: __]E_0TNO.:BLK^NO.: SUBDIVISION NAM—C' / TzaN/R )qE (o TlZa �f COUNTY: WNER'S UYER'S NAME: MAILING ADDRESS: S"C . C�2A l X L�4J 1 U�2 S rry OF G(JI S C-10'u S Z- DATES OBSERVATIONS MADE USE PROFILE DES RIPTIONS: PE OLA ION TESTS: NO.BEDRMS.: COMMERCIAL DESCR PTION: EWE fRXIol �t�Gr New ❑Replace Z_ 9- ❑Residence D Ou1SMM AT1 N G C Z F-40� is hw S,2,�jz.U4 eeS RSs�B 04 ti-A ILL-So �oP L C a y O G P D RATING:S=Site suitable for system U=Site unsuitable for systemCOV tit plv-S!� $�'i 11'1 •S�t 4N Z -$$ CONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILL HOLDING TANK:RECOMMENDED SYSTEM:(optional`�LGM ❑$ ®U ®S E1U ❑S RU 0S CNU 0S ZU DES GN RATE: I If any portion of the tested area is in the If Percolation Tests are NOT required •^ N•A , under s. ILHR 83.09(5)(0),indicate: r1 Floodplain indicate Floodplain elevation: PROFILE DESCRIPTIONS BORING TOTAL D PTH TO GROUNDWATER-IPQeI°Fj CHARACTER OF SOIL WITH THICKNESS, COLOR,TEXTURE,AND DEPTH NUMBER DEPTH I#. ELEVATION OBSERVED EST.HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.) f p.7'VD1z Cinci 1 Ts ; 1.0,13nsj ; k-s"'R H^thvY Sri;o•-)'BnSI; B- 5.01 L I_�--0 1V p>L3 hoT CZ Z.3' D\T-Bh C1 ; t.3'Bn--lFS V/,L S PJOCES t t�oasE SPOrs c,.8' 1J1z$wSilTS; _Z-3'ev%SiI I-b'8rS1 ; t.p'pl'c8n I B Z 5•ZI X09.9 �o)�� 1nbTe lb/ sc.l t.t' 3h�5 w Ls F>It-cES A,.,b tk�v5- SPors o,qf Dtt3rsi 173 ; 1. 1' 9Asil ; 1.9'Bnsl ; 1.y'Dvc-Bh B_ 3 S.al �{OS.�1 1.OpkAr- MbT0 Z.$ sc.l ; O.S LT 3n 'Fs w LS h/SET • o•S' n �, h s'1 o.b'gr,Sl � � o•�. 01� 8nsjf Ts , S 8 1 � B- y -3 \4l�!•8 W, Or.1 F M 07 (2 3.Z t.3 �q1-�@n Scl w/> So% LS y LT' 8>,'fs asi'wJ LS I o.gotz6nsilTs; �•1 3n Sil; 1.-�'(3Y, NFttvysi : t.rJ '8h B . � O I.y lv oT Z L-S � ' O1z ti, .0 1. 8 0.93 DhSnsitTs , �-'L .$hSi � , t vnsl ; 3 B- 6 6•S' 406.1 �` tvOwli WbT(2 Z'la Sc.)i w/ LS ' z.S ' LT 8 w LS PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RAPER INCH ES NUMBER INCHES AFTER SWELLING INT RVAL-MIN. PERIOD I P�! D 2 P 3 P_ z ZZ ►vE 30 `sl/ 30 6 1 I P_ 3 Z 2 KaOtil -7/ 7/ /3//6 P- P- P- PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori- zontal and vertical.elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent of land slope. 8o'T' w Cr web EL. y b$.S P� GE 4 a 1`11 GV--j iu s i I SYSTEM ELEVATION �1uu►MOM t •o'of s�►.�� i M- FL-ooR 1.31;. OF Qr 1- �L. � 1 Z.9 flni ;SF�IbcE UFJ NEt J _ _ .. �R►J =SI . y19.S' �R�uYVfl . _ /r Sk1 I/ -- -- — —T--- 6: —� �N C-s- H g,Z�/ ��' �� i aoy -u-F' ��,5�?_. � �,..�`G�`Tlll►v SI-�T�tl • - .. � >,..� IL Ix C��►.�t3:. POST � � 1� / ,i ��,�" i ,a `,� v^ _ } ,t�•�4_' � __ _ �. _ _- - --= - `- I CTN HH• SChI•�, tit-tool I,the undersigned, hereby certify that the soil tests reported on this form were made by me inaceord with the procedures and methods specified in the Wisconsin Administrative Code,and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. NAME (print): TESTS WERE COMPLETED ON: ADDRESS: TZUUT6 L/ 1�5 OK ZZb CERTIFICATION NUMBER: PHONE NUMBER(optional): L.L D i SVO// S`)6 '11S-L[2S-b16�{ CST SIGNA`TURE-:- DISTRIBUTION: Original and one copy to Local Authority,Property Owner and Soil Tester. DILHR-SBD-6395 (R. 10/83) -OVER- w. DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS DIVISION INDUSTRY, MADISON, WI 533707 707 LABOR'FiND PERCOLATION TESTS (115) P.O. BOX HUMAN RELATIONS (ILHR 83.09(1) & Chapter 145) LOCATION: SECTION: OWNSHLWMUNICIPALI TY: LOT NO.:BLK.NO.: SUBDIVISION NAME: 1,iw�/ sw�/ -z6 TzaN/R )qE (o TR,a Lf — — 1- — - COUNTY: WNER'S UYER S NAME: MAILING ADDRESS: ST. CZA1X IV MS)' 4 OF WISc O.J, ��v t".-ELLS wt SY02-1 USE DATES OBSERVATIONS MADE NO.BEDRMS.: COMMER IAL DESCRjPTION: PROFILE DESCRIPTIONS: PERCOLATION TESTS: I ❑Residence Ewe FL.UC.1't 1)l.�SIIl/6 [&New ❑Replace Z -- — - ,,,.A , RNIt•,�� „QN5T1Z11R l ---- 8u1L16INrG C'Lt L4Mj16Rhw , F15S'e'i3Lt-( t-MLL-SU FeOP(.C) 2WO Gpb R_ ATING-S=Site suitable for system U=Site unsuitable for systemC_c1Q J ,ty OX)-SITe E;(I �W "=L_5NA I W\3 Z-Z-$$ CONVENTIONAL: MOUND: IN-GROUNDPRESSURE: SYSTEM-IN-FILLHOLDINGTANK: RECOMMENDEDSYSTEM:(optionall ❑ S ®U ®S � ❑S ®U� ❑S Nu ❑S ®U�26 ,x 6z IMUunjp G�i If Percolation Tests are NOT required DES 1 GN RATE: If any portion of the tested area is in the �, 1 under s. ILHR 83.09(5)(b),indicate: N 'A• Floodplain, indicate Floodplain elevation: PROFILE DESCRIPTIONS BORING TOTAL ELEVATION DEPTH TO GROUNDWATER-It!'L Wbg CHARACTER OF SOIL WITH THICKNESS,COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN. OBSERVED EST.HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.) I o•7'VDIzt3�ci I TS ; 1.013n 3 y Sj I ;t.S• 0Ae%U Silo-")'8nSl; B- 1 9.9 f I Z-•� 1,3 otU l! h bT Q ?--I' 01' OrCBh Cl ! %-1 VA S P/Eces 0 DaSE SPOTS I o•s' rMLSN O TS; Z a• a>15► � ; I.�'arsl ; �.o'o►z an 13. 2 S•-? y39'•9 1�0)VE YnbT@ 3.8 SG) ' 1.1' 5 w LS P/+;"I:ES A't' SPOTS I o.9f DhLt-ns11 TS ; 1. 1' B'Anil ; 1.9'@nSl ; 1.4'D1zBh B- 3 S. 8 1413 �okj�r_ MDTG- Z.$ sc-1 ; o.S LT 3n -pt k/j LS I*11Ecer I o•8.' ptL Bnsil Ts ; 1• S'B„ Sj l O-%'$nSl ; o•S' am 'rs ; B- y (, .3� \401•FS `QW0E Mo� (2 3.Z' \•3 "D1-r_gnSO-1w/ > SO% LS • /�y'4T* 8-ofS a's 'wJLS -- - o.8' DtZBhS1IT5 3n s 0 '81, B- Lfp1- t-_ o,vil�= PAO-re Z•g` S1 • o.� 'b n cI • �Y h w [.s of DttBhSiITs ; 1•_ TnS► � I v' �nsl i 1.3' pk$h B_ 6.8 L(�6.-I I fvOh1� vno3� 2.8I Sc.l w/ LS : Z• S I_T e w LS PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES NUMBER INCHES AFTERS WELLING INTERVAL•MIN. PE IR OD 1 PERIOD2 P_R PER INCH P. 1 I Z Z Tv(2!1)vir�_ 30 )1r �!B 3 P. Z L`L IQ W.)E 33 'Sli6 / J -S 0 P. 3 Z 2 Il»)L)t . /3//6 3 P- P- P- PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori- zontal and vertical elevation reference points and show their location on the plot plan, Show the surface elevation at all borings and the direction and percent of land slope. �4l•T1JY1 OF 15 g eL. L)b$.S ` IN G.G 130 1 11 Ck1 JU q )' J SYSTEM ELEVATION twy %M_ FL•ootL Lit: of hIu1MUYl 1 •0 of Srl r`xts1-►IuG s>i � ' VM- �L. y 12.9ffyv �st�l►ct= l►J tJEw �►1( J -EL. y1q,SI - wo�� prsST, :1 PrHou� t TE'C-0 C-A Tell � .. 330` S. 9330;0. o f T}1 G ti G C-u!'l-N t9% o 1= 6�` ,:' ,4'tA4elev` Q Rb -- a S - - ,�ti ,/ � 4105 Tub OF Wt�oD .. - - al /ev/� °// •� y — -- — __ P � cTH HN I,the undersigned, hereby certify that the soil tests reported on this form were made b e in acsoW with the procedures and methods specified in the Wisconsin Administrative Code,and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. NAME (print): 717 ERE COMPLETED ON: l�P`TlAUR L . lyF6�2�'1Z 2 -9 - e? ADDRESS: TZ0U-re h/ 1�D?C _2_Z6 CERTIFICATION. NUMBER: PHONE NUMBER(optional): Ll- WC)2� ki/ Syol1 S - � )ls- qzs- OILY CST SIGNATU E: DISTRIBUTION: Original and one copy to Local Authority,Property Owner and Soil Tester. DILHR-SBD-6395 (R. 10/83) -OVER- = z O O c z o0 co O m Now N O rn o Tj x -n v, c� r rn o � ' z = c � D r rn z0 n C7 >p N � Z M � o OO O o �o C _0 z z < � F- v O o ' � n rn Z Now -� C/) zO n O �� M C O - m � � s-^ mom � a rn D S S m S cD fll io c °-' � m ° m cc � s �' 3 y m m rn ° 3 d d a'o m A W o 'm n � -� - mCD v� rn � f c - Hm ms° N d ° - w f 3 • c�6< <> � d = E.CL^ 3 ° ° _ ° d>z_Oo 1 D� � m H o y 0 < d - Z ° ° — fC/)c D ID o° m �a a)) o Z 10 Z —7 rz Mob c m < a� o a D D D ° m3 ° _ -+ Mb H m M CD 3m ? o ro m cn 3 m e m 3 D m c D m 3 m o 7 MH H ...� m 3 0.3 rn M �> Vl b - ORIGINAL 1370 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 5 Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Certified Soil Testing ounty Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must Croi include,but not limited to:vertical and horizontal reference point(BM),direction and Parceel.D. percen t slope,scale or dimemsions,north arrow,and location and distance to nearest road.Please print all information. evie Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Owner Property Location uN Board Of Regents, Univ Of WI Govt.Lot SE 14 SW 1 � N R 19 W Property wner's Mailing Address Lot# Block# S d. N t Wil 410 South Third St. City State Zip Code hone Number Cit Village own Nearest Road River Falls WI 1 54022 715-425-3911 Troy I Glover Road New Construction Use: Residential/Number of bedrooms Code derived design flow rate 3000 GPD Replacement Public or commercial-Describe: educational/research farm Parent material till Flood plain elevation, if applicable NA General comments and recommendations: see comments page 5 P-1 Boring# N Boring Pit Ground Surface elev. 827.0 ft. Depth to limiting factor ' 96 in. Soil Application Rate Horizon I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 1 0-3 7.5YR 2.5/2 - sill 3 m gr mvfr cs 2f1m .5 .8 2 �I, 3-16 7.5YR 2.5/2 - sil 2 f-m sbk dsh gw 1 m .5 .8 3 6-33 10YR 4/6 - sl 2 m sbk dsh cs 1f .5 .9 —4 33-42 7.5YR 4/6 - Is 0 sg ml gs 1m .7 1.2 55 42-80 7.5YR 5/4 - s 0 sg dl cs - .7 Fffer7e 6 80-96 7.5YR 5/4 - s 0 sg ml - - .7 occaslona gr co s De 10W genera y rue o mos pi Boring# Boring Pit Ground Surface elev. 827.0 ft. Depth to limiting factor 46 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. 1 0-7 7.5YR 2.5/2 - sit 2 f-m sbk dsh cs 1f/m .5 .8 2 j 7-21 7.5YR 4/6 - sl 2 m sbk dsh gs if .5 .9 3 21 38 7.5YR 4/6 - sl 1 m sbk mfr cs 1 m 4 6 4 38-46 10YR 6/6 - fs 0 sg dl cs - .5 .9 5 46-66 10YR 6/6 - SSBR —� or 4 has occasions gr 8,associated residual s; or 5 is generally resistant to penetration w/some pockets loose fs 'Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BODS<30 mg/L and TSS<30 mg/L CST Name(Please not) Sna ure: um er Henry F. Grote 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E.4366 353rd Ave., Menomonie,WI 54751 8/13/2001 715-233-0398 Property Owner Board Of Regents, Univ Of WI Parcel ID# Page 2 of 5 ❑ Boring# a Boring Pit Ground Surface elev. 828.5 ft. Depth to limiting factor > 70 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 1 0-3 7.5YR 2.5/2 - sil 2 f sbk mvfr cs 1f/m .5 .8 2 3-13 7.5YR 2.5/2 - sil 2 m sbk dsh cs 1M .5 .8 3 13-18 7.5YR 4/3 - sil 2 m sbk dsh cs IM .5 .8 4 18-28 7.5YR 4/4 - sl 2 m sbk dh gs 1M .5 .9 5 28-41 7.5YR 4/4 - sl 1 m-c sbk mfr cw 1 m .4 .6 6 41-57 7.5YR 4/6,5/6 - s 0 sg dl aw .7 1.2 7 57-70 5YR 4/4 - sl 0 m mfr - 3 4 Boring# Boring Pit Ground Surface elev. 825.6 ft. Depth to limiting factor 63 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'tTral 46#2 1 0-3 7.5YR 2.5/2 - sil 2 f sbk mvfr cs 1f/m .5 .8 2 3-9 7.5YR 2.5/2 - sil 2 f-m sbk dsh cs 1 m .5 .8 3 9-21 10YR 4/6 - sl 2 m sbk dh gs 1M .5 .9 4 21-42 10YR 4/6 - sl 0 m dh cw 1m .3 .4 5 42-46 10YR 4/4 - Is 1 f sbk mvfr cw - .7 1.2 6 46-57 10YR 5/6 - fs 0 sg ml cs - .5 .9 7 57-63 7.5YR 3/4 - sl 0 m mvfr cs - .3 .4 F4a] Boring# M Boring Pit Ground Surface elev. 825.6 ft. Depth to limiting factor 63 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 8 63-70 7.5YR 3/4 f2p 7.5YR 5/8,5/3 sl 0 m mvfr - - .3 .4 I i horizon 6 has inclusions son Bout si e o east pit wall,not on north side, pro'bably residual co ors "Effluent#1 =BOD5>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-8330(R.07/00) Certified Soil Testlng Property Owner Board Of Regents, Univ Of WI Parcel ID# Page 2 of 5 ❑ Boring# Ml Boring jog Pit Ground Surface elev. 828.5 ft. Depth to limiting factor > 70 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPD in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 1 0-3 7.5YR 2.5/2 - sil 2 f sbk mvfr cs 1f/m .5 .8 2 3-13 7.5YR 2.5/2 - sil 2 m sbk dsh cs 1 m .5 .8 3 13-18 7.5YR 4/3 - sil 2 m sbk dsh cs 1 m .5 .8 4 18-28 7.5YR 4/4 - sl 2 m sbk dh gs 1M .5 .9 5 28-41 7.5YR 4/4 - sl 1 m-c sbk mfr cw 1 m .4 .6 6 41-57 7.5YR 4/6,5/6 - s 0 sg dl aw - .7 1.2 7 57-70 5YR 4/4 - sl 0 m mfr - .3 .4 Fz] Boring# Boring Pit Ground Surface elev. 825.6 ft. Depth to limiting factor 63 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 1 0-3 7.5YR 2.5/2 - sil 2 f sbk mvfr cs 1f/m .5 .8 2 3-9 7.5YR 2.5/2 - sil 2 f-m sbk dsh Cs 1 m .5 .8 3 9-21 10YR 416 - sl 2 m sbk dh gs 1M .5 j .9 4 21-42 10YR 4/6 - sl 0 m dh cw 1 m .3 .4 5 42-46 10YR 4/4 - Is 1 f sbk mvfr cw .7 1.2 6 46-57 10YR 5/6 - fs 0 sg ml cs - .5 .9 7 57-63 7.5YR 3/4 - sl 0 m mvfr cs .3 .4 4a Boring# Boring Pit Ground Surface elev. 825.6 ft. Depth to limiting factor 63 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPQ in. Munsell Qu,Sz.Cont.Color Gr.Sz.Sh. 8 63-70 7.5YR 3/4 f2p 7.5YR 5/8,5/3 sl 0 m mvfr - - .3 .4 horizon 6 has me usions s on sout si e o east pit wall,not on north side, pr4obably resdual SS co ors Effluent#1 =BOD5>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-8330(R 07/00) Certified Soil Testing Property Owner Board Of Regents, Univ Of WI Parcel ID# Page 3 of 5 Fil Boring# N Boring Depth to limiting factor is Pit Ground Surface elev. 825.6 ft. 73 in. Soil Application Rate Horizon , Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 1 0-3 7.5YR 2.5/2 - sil 2 f sbk mvfr cs 1f/m .5 .8 2 3-12 7.5YR 2.5/2 - sil 2 m sbk dsh cs 1M .5 .8 3 12-23 10YR 4/4 - sl 2 m sbk dh cs 1 m .5 .9 4 23-73 10YR 4/4,4/6 - Is 0 sg dl .7 1.2 more gr/cob/st t an other pits particularly In horizon 4 6 Boring# Boring ft. Depth to limiting factor � 75 in. Pit Ground Surface elev. 828.5 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 1 0-3 7.5YR 2.5/2 - sil 2 f sbk dsh cs 1f/m .5 .8 2 3-18 7.5YR 2.5/2 - sil 2 m sbk dsh gw 1M .5 .8 3 18-26 7.5YR 4/3 - sil 2 m sbk mvfr gs 1M .5 .8 4 26-45 7.5YR 4/4 - sl 2 m sbk mfr cs if .5 .9 5 45-55 7.5YR 4/6 - Is 1 f sbk mvfr gs 1 m 7 1.2 6 55-75 7.5YR 4/6 - s 0 sg ml - .7 1.2 ❑ Boring# Boring Pit Ground Surface elev. 830.6 ft. Depth to limiting factor > 60 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P ' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 1 0-7 7.5YR 3/2 - sil 2 f sbk mvfr cs 1 f/m .5 .8 2 7-28 10YR 4/4 - sil 2 m sbk dsh gs 1M .5 .8 3 28-36 7.5YR 4/6 - Is 0 sg ml cw 1M .7 1.2 4 36-60 7.5YR 4/6 - sl 0 m mfr - 1M .3 .4 I l --- onzon 4 textures as scl In places 50-90-- Effluent#1 =BOD5>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-8330(R.07/00) Certified Sal Testing Ai t3H C�sb•�S oo �. way►��t, '/�\\\ w 3 tor° 4��I.� L$Z.$.j 1 Kip.a.,w•p.` Z.~ 0►�•Y{, IFS W\ - . O vt' S-0 A �.4 •R L. S;� tS-1 ��(-g s x•05 !�-� �S3.t,St.'S� aQI •c�� r 1• i pc CA.�.-da -I.;Qb Lv"qo 1.3i Y..L Orel �wS324.S (.�.-etc) c..a.�.e..�.i(\ Q it Ott me S 6AO L. S:� CS-1 09 t�+o5 X0-3 C�3 tSt.'S� QC4 13-z t. vcn o . 1• i i LK ti•o 830.6") i.a47 b kvaw Yu. 7 3 e SS' 1 �Cyk I�QN ��a { UW-RF—Mann Valley Farm Estimated Daily Flow: Following Shumann & Assoc recommendations Outdoor sports facility 250 x 3.5 gpd = 875 gallons/day 3 classrooms w/out meals or showers 3 x 300 4C = 900 " 2 showers 2x 10 44 = 20 " 12 FTE 12 x 13 = 158 " Total Estimated Flow = 1971 gallons/day Design flow(rounded) 2000 gpd x 1.5 = 3000 gallons/day Waste-water dispersal area: On-site contact, Bill Connolly, and other campus personnel are concerned about both size and location of dispersal area. The plot plan border between current corn and current alfalfa marks the nominal edge of typical cropping rotation plots. In-so-far as possible it would be desirable to maintain the dispersal area west of this border. A second concern is to disrupt as little as possible of the crop land and to maintain the dispersal area as close as possible to the shallow surface drainage. On-site instructions were to work as close as possible to the existing surface drainage; maps received later indicate that the existing surface drainage may have to be relocated somewhat to the east if the proposed composting area is constructed in the existing surface drainage area. Best technology to minimize dispersal area suggests that the system include highly treated effluent. CST suggests aerobic treatment using the Bio-microbics FAST system followed by subsurface dispersal. Dispersal options available include shallow, pressure-distributed cells and drip irrigation. Drip irrigation dispersal offers interesting possibilities for this site. Both the aerobic treatment and drip irrigation options have useful educational benefits given the mission of this institution. Dispersal options should be coordinated with the campus farm manager, Bill Connolly, Pit B-2 is limiting at 46 inches due to weakly cemented sands; highly treated effluent gives one foot of credit and suggests a maximum dispersal depth 22 inches below grade in this area. Above 21 inches 0.8 gallon/day per square foot is an appropriate loading rate for highly treated effluent. Drip dispersal or pressurized cells require 3,750 square feet of effective area. Drip dispersal will utilize less total area than cells. - 5 - A. "ORIGINAL 1514 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 5 Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Certified Soil Testing Attach complete site plan on paper not less than 8Y= County x 11 inches in size. Plan must St. Croix include,but not limited to:vertical and horizontal reference point(BM),direction and percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. Please print all information. Reviewed By Date Personal information you provide m rivacy L ,s.15.04(1)(m)). Property Owner Property Location Board Of Regents, Univ Of WI Govt.Lot SE 1/4 SW 1/4 S 26 T 28 N R 19 W Property Owner's Mailing Address JU1L Lot# Block# Subd. Name or CSM# 410 South Third St. City Stath ZipSibde er � City _J Village ICJ Town Nearest Road t�tdNG River Falls WI - 1 Troy Glover Road V= New Construction Use 2j Residential/Number of bedrooms Code derived design flow rate 600 GPD Replacement Public or commercial-Describe educational/research farm Parent material till Flood plain elevation,if applicable NA General comments and recommendations: see p 4 a Boring# Boring ]K Pit Ground Surface elev. 831.3 ft. Depth to limiting factor 41 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 1 0-3 10YR 3/2 - sl 2 f sbk mvfr gs 1f/m .5 .9 2 3-11 10YR 3/2 - sl 2 f-m sbk mvfr cs 1 m .5 .9 3 11-25 10YR 4/4 - sl 2 m sbk mvfr Cs if .5 .9 4 25-41 10YR 4/4 - sl 1 c sbk mvfr cs 1 m .4 .6 5 41-48 10YR 4/4 f2d 7.5YR 4/6 sl 1 m sbk mvfr as - .4 .6 6 48-58 5YR 4/4 - scl 0 m mfr - - 0 0 horizon 5 @ field capacity w/several side seeps perched water Fil Boring# _j Boring Pit Ground Surface elev. 831.3 ft. Depth to limiting factor 71 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 1 0-7 10YR 3/2 - sl 2 f sbk mvfr Cs 1f/m .5 .9 2 T 7-14 10YR 3/2 - sl 2 m sbk mvfr cs 1M .5 .9 3 14-33 10YR 3/4 - sl 3 m sbk mfr cs 1M .5 .9 4 33-41 10YR 3/4 - sl 1 m sbk cw if 1m .4 .6 5 41-57 10YR 4/4 - sl 0 m mfr Cw 3 j 5 6 57-71 10YR 4/4 - Is 0 sg ml as - .7 1.2 7 71-76 2.5Y 7/4 c2p 2.5Y 6/6 SSBR Eff luent#1 =BOD5>30<220 mg/L and TSS>30<rl 50 mg/L 'Effluent#2=BOD <30 mg/L and TSS<30 mgL CST Name(Please Print) Signatur : CST Number Henry F. Grote ` 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E.4366 353rd Ave.,Menomonie,WI 54751 4/16/2002 715-233-0398 Property Owner Board Of Regents, Univ Of WI Parcel ID# Page 2 of 5 F Boring# _j Boring ✓J Pit Ground Surface elev. 831.3 ft. Depth to limiting factor 50 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-5 10YR 3/2 - sl 2 f sbk mvfr gs 1f/m .5 .9 2 5-12 10YR 312 - sl 2 m sbk mvfr cs 1m .5 .9 3 j 12-28 10YR 3/4 - sl 3 m sbk mfr cw 1M .5 .9 4 28-50 1 OYR 4/4 - sl 0 m mfr cs - 1M .3 .5 5 50-60 5YR 4/4 f2f 7.5YR 5/3 scl 0 m mfr - - 0 0 i 7 Boring# _j Boring Pit Ground Surface elev. 831.7 ft. Depth to limiting factor 72 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-6 10YR 3/2 - sl 2 f sbk mvfr cs 1f/m .5 i 9 2 6-12 10YR 3/2 - sl 2 m sbk mvfr cs 1M .5 .9 3 12-32 10YR 3/4 - sl 3 m sbk mfr cs 1M .5 .9 4 32-48 10YR 4/4 - sl 0 m mfr cs - .3 .5 5 48-72 10YR 4/4 - s/Is 0 sg ml cs .7 1.2 6 72-76 2.5Y 7/4 f3p,2.5Y 6/6 SSBR SSBR is weakly cemented,generally resistant to penetration;same in horizon 7 of B-2 5 Boring# Boring j/J Pit Ground Surface elev. 831.9 ft. Depth to limiting factor 44 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-5 10YR 3/2 - sl 2 f sbk mvfr gs 1f/m .5 1 .9 2 5-11 10YR 3/2 - sl 2 m sbk mvfr cs j 1M .5 I .9 3 11-24 10YR 4/4 - sl 2 m sbk mvfr cs if .5 .9 4 2444 10YR 4/4 - sl 1 m-c sbk mvfr cs 1 m .4 .6 5 ! 44-60 7.5YR 4/4 f2d 7.5YR 4/6 Is 0 m mvfr 1 m .5 7 I i occasional inclusions 5YR 4/4 scl in SW pit corner below 51;"horizon 5 is @ field capacity *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•8330(R.07/00) Certified Soil Testing Property Owner Board Of Regents, Univ Of WI Parcel ID# Page 2 of 5 F31 Boring# Boring 1 Pit Ground Surface elev. 831.3 ft. Depth to limiting factor 50 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-5 10YR 3/2 - sl 2 f sbk mvfr gs 1f/m .5 .9 2 5-12 10YR 3/2 - sl 2 m sbk mvfr cs 1m .5 .9 3 12-28 10YR 3/4 _ sl 3 m sbk mfr cw 1M .5 .9 4 28-50 10YR 4/4 - sl 0 m mfr cs - 1M .3 .5 5 50-60 5YR 4/4 f2f 7.5YR 5/3 scl 0 m mfr - - 0 0 4] Boring# 1 Boring Pit Ground Surface elev. 831.7 ft. Depth to limiting factor 72 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD ' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-6 10YR 3/2 sl 2 f sbk mvfr cs 1f/m .5 9 2 6-12 10YR 312 - sl 2 m sbk mvfr cs 1M .5 .9 3 12-32 10YR 3/4 - sl 3 m sbk mfr cs 1m .5 .9 4 32-48 10YR 4/4 sl 0 m mfr Cs - 3 5 5 48-72 10YR 4/4 _ SAS 0 sg ml cs - .7 1.2 i 6 72-76 2.5Y 7/4 f3p 2.5Y 6/6 SSBR SSBR is weakly cemented,generally resistant to penetration;same in horizon 7 of B-2 5] Boring# 1 Boring seq Pit Ground Surface elev. 831.9 ft. Depth to limiting factor 44 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD ' in. Munsell Qu.Sz,Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-5 10YR 3/2 _ sl 2 f sbk mvfr gs 1 f/m .5 1 .9 2 5-11 10YR 3/2 - sl 2 m sbk mvfr cs 1M 5 9 3 11-24 10YR 4/4 _ sl 2 m sbk mvfr cs if .5 1 .9 4 j 24-44 10YR 4/4 SI 1 m-c sbk mvfr Cs 1 m .4 .6 5 44-60 7.5YR 4/4 f2d 7.5YR 4/6 Is 0 m mvfr - 1M 5 7 I occasional inclusions 5YR 4/4 scl in SW pit corner below 51;"horizon 5 is @ field capacity "Effluent#1 =BOD5>30<220 mg/L and TSS>30< 150 mg/L 'Effluent#2=BOD5 <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. Stiff-8330 tii 07/00> Certified Soil Testing Property Owner Board Of Regents, Univ Of WI Parcel ID# Page 3 of 5 67 Boring# Boring Pit Ground Surface elev. 831.7 ft. Depth to limiting factor >72 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-5 10YR 3/2 - sl 2 f sbk mvfr gs 1f/m .5 9 2 5-12 10YR 3/2 - sl 2 m sbk mvfr cs 1M .5 .9 3 12-34 10YR 4/4 - sl 3 m sbk mvfr cs 1M .5 .9 4 34-47 10YR 4/4 - sl 1 m sbk mvfr gs 1 m .4 .6 5 47-59 10YR 4/4 - sl 0 m mfr cs .3 5 6 59-72 7.5YR 4/4 - Is 0 m mfi - .5 .7 some fine gr in horizon 6 77 Boring# --J Boring ✓j Pit Ground Surface elev. 831.3 ft. Depth to limiting factor 74 in. Soil Application Rate Horizon I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-6 10YR 3/2 - sl 2 f sbk mvfr cs 1f/m .5 I .9 2 6-15 10YR 3/2 - sl 2 m sbk mvfr gs 1M .5 .9 3 15-38 10YR 4/4 - sl 2 m sbk mvfr cs 1M .5 .9 4 38-60 10YR 4/4 - sl 0 m mfr cs - .3 .5 5 60-74 10YR 4/4 - s 0 sg ml cs .7 1.2 6 74-79 10YR 4/4 - s 0 sg ml cs - .7 1.2 7 79-82 7.5YR 4/4 - Is 0 m mfi - 5 .7 F7a] Boring# _j Boring ✓j Pit Ground Surface elev. 831.3 ft. Depth to limiting factor 74 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 I I horizon 6 is @ field capacity w/some side seeps *Effluent#1 =BODS>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-8330(R.07/00) Certified Soil Testing UW-RF—Farm—Recommendations Estimated daily load is described as 400 gallons/day for an estimated design flow of 600 gallons per day per phone conversation with Gene Shumann. Details to be included in final plans. Area B-1 —B-2—B-4—B-5 is suitable for an at-grade system with sufficient room for a long and narrow system. Suggest 8' x 150' effective rock(10' x 150' overall) for an in- situ loading rate of 0.5 gpd/sq ft on the well structured A horizon. Area B-2 — B-4—B-6 —B-7 is suitable for a shallow in-ground system. The well structured sandy loams are present here to a depth of at least 32 inches. CST suggests a system elevation for stipulation 1099 chamber trenches of 2.0' below contour lines as trench center lines. Code minimum requires 28 chambers which could be configured as 2—2.7' x 87.08' (using standard Infiltrator chambers) trenches. Due to the presence of weakly structured and massive sandy loams below 32 inches, some over-sizing would be prudent as would separating the trenches as much as possible over the studied area. Recommendation: Code minimum: Contour Line System Elevation Upper Trench 831.7 829.7 Lower Trench 831.3 829.3 Over-size: Upper trench 831.7 829.7 Middle trench 831.5 829.5 Lower trench 831.3 829.3 At 2% cross slope, alternatively, all trenches could be set at a system elevation of 831.3 and remain in the well structured sandy loam. Page 4 of 5 . z UW-RF— Farm—Recommendations Estimated daily load is described as 400 gallons/day for an estimated design flow of 600 gallons per day per phone conversation with Gene Shumann. Details to be included in final plans. Area B-1 —B-2—B-4—B-5 is suitable for an at-grade system with sufficient room for a long and narrow system. Suggest 8' x 150' effective rock (10' x 150' overall) for an in- situ loading rate of 0.5 gpd/sq ft on the well structured A horizon. Area B-2 — B-4 — B-6 — B-7 is suitable for a shallow in-ground system. The well structured sandy loams are present here to a depth of at least 32 inches. CST suggests a system elevation for stipulation 1099 chamber trenches of 2.0' below contour lines as trench center lines. Code minimum requires 28 chambers which could be configured as 2 —2.7' x 87.08' (using standard Infiltrator chambers) trenches. Due to the presence of weakly structured and massive sandy loams below 32 inches, some over-sizing would be prudent as would separating the trenches as much as possible over the studied area. Recommendation: Code minimum: Contour Line System Elevation Upper Trench 831.7 829.7 Lower Trench 831.3 829.3 Over-size: Upper trench 831.7 829.7 Middle trench 831.5 829.5 Lower trench 831.3 829.3 At 2% cross slope, alternatively, all trenches could be set at a system elevation of 831.3 and remain in the well structured sandy loam. Page 4 of 5 \-k W- 2. F t'�►w. - ot w... SF - gw.Z�.Z,ig . tow I C 5s 3t t � v ►s' 3 c l L . i � t3K C�5�.g �2a.w�.•�> 1 w. k.l.- e e u \ s � . 4 � � (,�`t 13-5� (�ll y L�� ►wog K r -RIG RECEIVED O ,. 1973 Wisconsin Department of Commerce SOIL MAk4AT' W RE PORT Page 1 of 6 Division of Safety nd Buildings Certified Soil Testing Y 9 in accordan with CCoorr�r�85,Wis.Adm.Cod S OIX COUNTY County Attach complete site plan on paper not less than 8%x 11 in hes in sizi0lzJW&OFFl CE St. Croix include,but not limited to:vertical and horizontal reference point percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Owner Property Location Pill Board Of Regents, Univ Of WI Govt.Lot SE 1/4 SW 1/4 26 T 28 N R 19 W Property Owner's Mailing Address Lot# Block# I Subd. Name or CSM# 410 South Third St. City State Zip Code Phone Number j City ,j Village J6 Town Nearest Road River Falls I WI 1 54022 715-425-3911 Troy S. Glover Road New Construction Use Residential/Number of bedrooms Code derived design flow rate 1275 GPD Replacement ig Public or commercial-Describe: educational/research farm Parent material loess over till Flood plain elevation, if applicable NA General comments and recommendations: in-ground system possible w/system elevation 36-42"below surface contours @ 0.4 gpd/sq ft loading; mound or at-grade posssible w/0.6 gpd/sq ft loading Boring# j Boring ✓) Pit Ground Surface elev. 828.5 ft. Depth to limiting factor > 86 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 1 0-6 10YR 2/1 - sil 2 f sbk mvfr gs 1 m .6 .8 2 6-16 10YR 2/1 - sil 2 m sbk mvfr gs 1m .6 .8 3 16-39 10YR 4/4 - sil 2 m sbk dsh cw if .6 .8 4 39-46 10YR 4/4 - Is 1 m sbk ds cw lm .7 1.6 5 46-86 10YR 4/3 - sl 1 m sbk mvfr - inn .4 .7 i occasional(occ)gy si coats on peds 16-39"plus common 1/4"vertical pores;very occ 10YR 5/6 s(0,sg,dl)inclusions below 46"w/oc gr&LS& S small frags/gr;occ st below 20';stratified 10YR 2/2 sit @ 54-55"(1 m sbk occ parting to 1 f pl) Fil Boring# __j Boring Pit Ground Surface elev. 8;8.0 ft. Depth to limiting factor > 96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsett Qu.Sz.Cont.Color Gr.Sz.Sh. i "Eff#1 "Eff#2 1 0-8 10YR 2/1 - sil 2 f sbk mvfr gs 1 m .6 .8 2 8-20 10YR 2/1 sil 2 m sbk mvfr gs 1 m .6 .8 3 20-43 10YR 4/4 - sit 2 m sbk dsh gw 1M .6 .8 4 43-96 10YR 4/4 - sl 1 m sbk mvfr - 1 m 4 7 occ gy si coats on peds below 20"plus some 1/4-3/8"vertical pores;occ 10YR 4/4 s(0,sg,dl)inclusions below 43"w/large inclusion 10YR 5T s sg,ml)80-96"w/f gr&occ st;occ gr&st below 36"(hor 3 sil is slightly gritty w/s B-1 &2) Effluent#1 =BODS>30<220 mg/L and TSS>3 <150 mg/L "Effluent#2=BOD5<30 mg/L and TSS<30 mgL CST Name(Please Print) Signat CST Number re. Henry F. Grote 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E.4366 353rd Ave.,Menomonie,WI 54751 2/13/2004 715-233-0398 M Property Owner Board Of Regents, Univ Of WI Parcel ID# Page 2 of 6 F Boring# j Boring Pit Ground Surface elev. 827.9 ft. Depth to limiting factor > 96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-6 10YR 2/1 - sil 2 f sbk mvfr gs 1M .6 .8 2 6-13 10YR 2/1 - sil 2 m sbk mvfr gs 1m .6 .8 3 13-20 1 OUR 3/3 - sil 2 m sbk mvfr gs 1M .6 .8 4 20-36 10YR 4/4 - sl 1 m sbk ds gw 1M .4 .7 5 36-45 10YR 4/4 - Is 0 sg dl cw 1M .7 1.6 6 45-96 10YR 4/3 - sl 0 m mvfr - 2 .6 occ 10YR 5/6 1/4"SS gr°raded fs(0,sg,dl)inclusions below 42"w/large inclusion 74-96"w/considerable f gr&occ cob&st;occ gr&co below 30" a Boring# Boring i/ Pit Ground Surface elev. 828.5 ft. Depth to limiting factor > 96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-6 10YR 2/1 - sil 2 f sbk mvfr gs 1M .6 .8 2 6-12 10YR 2/1 - sil 2 m sbk mvfr cs 1M .6 .8 3 12-22 10YR 4/3 - sil 2 m sbk dsh gs 1M .6 .8 4 22-43 10YR 4/4 - sl 1 m sbk mvfr cw if .4 .7 5 43-49 10YR 4/3 - Is 1 m sbk mvfr cw 1 m .7 1.6 6 49-96 10YR 4/3 - sl 0 m mvfr - - .2 .6 rr��sg,ml)inclusions below 49"w/large inclusion 82-92"w/f gr;occasional fine SS frag/gr(1/4")°raded fs below 33";occ gr&s below 40" ❑ Boring# I 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 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 i I I Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5 <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-8330(R.07/00) Certified Soil Testing Property Owner Board Of Regents, Univ Of WI Parcel ID# Page 2 of 6 F Boring# � Boring Pit Ground Surface elev. 827.9 ft. Depth to limiting factor > 96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPDMI in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-6 10YR 2/1 - sil 2 f sbk mvfr gs IM .6 .8 2 6-13 10YR 2/1 - sil 2 m sbk mvfr gs 1M .6 .8 3 13-20 10UR 3/3 - sil 2 m sbk mvfr gs 1m .6 .8 4 20-36 10YR 4/4 - sl 1 m sbk ds gw Inn .4 .7 5 36-45 10YR 4/4 - Is 0 sg dl cw lm .7 1.6 6 45-96 10YR 4/3 - sl 0 m mvfr - - .2 .6 occ 10YR 5/6 1/4"SS gr°raded fs(0,sg,dl)inclusions below 42"w/large inclusion 74-96"w/considerable f gr&occ cob&st;occ gr&co below 30" 4] Boring# � Boring 6 Pit Ground Surface elev. 828.5 ft. Depth to limiting factor > 96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD ' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-6 10YR 2/1 - sil 2 f sbk mvfr gs lm .6 .8 2 6-12 10YR 2/1 - sil 2 m sbk mvfr cs 1m .6 .8 3 12-22 10YR 4/3 - sil 2 m sbk dsh gs 1M .6 .8 4 22-43 10YR 4/4 - SI 1 m sbk mvfr cw if .4 .7 5 ; 43-49 10YR 4/3 - Is 1 m sbk mvfr cw 1 m .7 1.6 6 49-96 10YR 4/3 - sl 0 m mvfr - - .2 .6 10YR 5/4 s(0,sg,ml)inclusions below 49"w/large inclusion 82-92"w/f gr;occasional fine SS frag/gr(1/4")°raded fs below 33";occ gr&s below 40" F-1 Bg Boring orin # 1 Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GEDMI in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 I� I I *Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<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-8330(R 07/00) Certified Soil Testing d - 7 rM ,r 09 w. / � N � v j 9l d C� cr W � qr a r4 H a `� f � ✓ �� �d ice" �, ° lL d t s'CJ� � � o•-� � a ,� N U .� r Q. a° •/vl� co r4 A 1 to 00 o O \ � s N I O e � o Lt- � ® ------� 1. � Z - S 4 d 9 y IN �-7 gi) 4 ri U Fri 4 > 'n �t M rn 3:01 Z > F11< (n 0 mc O(AO K _kA a LJ) 6j 00 rn 0 ul Oft g q !j- m rn z m Fn r, "Mc; O(AO K 9D P (A 00 (A ............. 0 0 .......... PV TA co *3 0 CP LA mo ot-'A z UD VI- IN A CA Page 5 of 6 POWTS SYSTEM SIZING FOR UW-RIVER-FALL FALLS DAIRY POWTS = Private Onsite Waste Treatment System DWF = Design Wastewater Flow GPD = Gallons Per Day GPW = Gallons Per Week Employees 10 x 13 gals = 130 GPD Employee showers 10 x 10 = 100 GPD Classroom and Milking Parlor Students = 200 students 10 groups of 20 students are bused to this facility for a one hour period and then returned to campus. Therefore, the water usage is reduced to 2 GPD per student. 200 students x 2 GPD 400 GPD Number of students & employees = 630 GPD Students and employees = 630 gals estimated flow x 1 .5 DWF = 945 gals DWF Arena It is estimated that a maximum of 320 persons would be in this facility for half days at various times over the year. An exact amount of times is difficult to determine so I have included this gallonage to determine the size of the POWTS. 320 persons x 3.5 GPD = 1 120 -2-('/z day) = 560 GPD 560 gals estimated flow x 1 .5 DWF (design waste water flow) = 840 DWF Estimated GPD for milking parlor and student classrooms = 945 gals DWF Estimated GPD for arena = 840 gals DWF Total DWF = 1785 gals DWF Students and employees for 5 days = 4725 GPW DWF Arena for 5 days = 4200 GPW DWF 8925 GPW DWF 8925 _ 7 days =1275 gals per day DWF a + v Page 6 of 6 Each day a minimum of 1785 GPD DWF would be discharged to the system. 1785 gals incoming flow and 1275 GPD DWF would be pumped to the system each day for seven days for a total of 8925 GPD DWF. After the end of the first day, there would be 510 gals remaining in the surge pump tank. The second day another 1785 GPD would flow to the surge tank and another 1275 gals would be pumped into the POWTS system. If 1785 gals were pumped into the surge tank on the second day and 1275 gals pumped out this leaves 1020 gals in the surge tank after the second day. The third day the incoming flow to the surge tank would be 1785 gals and 1275 gals would be pumped to the POWTS system which would leaves a total of 1530 gallons in the surge tank after the third day. The fourth day the incoming flow to the surge tank would also be 1785 gals with 1275 gals being pumped to the POWTS system which would leave 2040 gals in the surge tank by the end of the fourth day. By the end of the fifth day it would be: flow into tanks is 1785 gals, pumped out is 1275 gals and 510 more gallons left in the surge tank along with the 4 days prior brings a total of 2550 gals remaining in the tank after the fifth day. During the sixth and seventh day, the school has little or no use during Saturday or Sunday so on Saturday 1275 is pumped to the system leaving 1275 gals in the pump tank after the sixth day. After Sundays pumping of 1275 gallons to the POWTS system the pump tank would be empty and the cycle would start over again. I would recommend a POWTS system large enough to handle 1500 GPD and a surge tank capacity of 4000 gals. The surge tank would also be used as a pump tank. Based on the enclosed daily flow, the septic tank size would be 3800 gallons. Page 6 of 6 Each day a minimum of 1785 GPD DWF would be discharged to the system. 1785 gals incoming flow and 1275 GPD DWF would be pumped to the system each day for seven days for a total of 8925 GPD DWF. After the end of the first day, there would be 510 gals remaining in the surge pump tank. The second day another 1785 GPD would flow to the surge tank and another 1275 gals would be pumped into the POWTS system. If 1785 gals were pumped into the surge tank on the second day and 1275 gals pumped out this leaves 1020 gals in the surge tank after the second day. The third day the incoming flow to the surge tank would be 1785 gals and 1275 gals would be pumped to the POWTS system which would leaves a total of 1530 gallons in the surge tank after the third day. The fourth day the incoming flow to the surge tank would also be 1785 gals with 1275 gals being pumped to the POWTS system which would leave 2040 gals in the surge tank by the end of the fourth day. By the end of the fifth day it would be: flow into tanks is 1785 gals, pumped out is 1275 gals and 510 more gallons left in the surge tank along with the 4 days prior brings a total of 2550 gals remaining in the tank after the fifth day. During the sixth and seventh day, the school has little or no use during Saturday or Sunday so on Saturday 1275 is pumped to the system leaving 1275 gals in the pump tank after the sixth day. After Sundays pumping of 1275 gallons to the POWTS system the pump tank would be empty and the cycle would start over again. I would recommend a POWTS system large enough to handle 1500 GPD and a surge tank capacity of 4000 gals. The surge tank would also be used as a pump tank. Based on the enclosed daily flow, the septic tank size would be 3800 gallons.