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Home My WebLink About030-2030-10-000 Parcel 030-2030-10-000 05/04/2007 11:59 AM PAGE 1 OF 1 Alt. Parcel 22.30.20.444G 030 - TOWN OF SAINT JOSEPH Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner MEADOWS INC/A MINN CORP ST CROIX O ST CROIX, MEADOWS INC/A MINN CORP PO BOX 185 COTTAGE GROVE MN 55016 Districts: SC = School SP = Special Property Address(es): = Primary Type Dist # Description ` 1415 HWY 35/64 SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 37.980 Plat: N/A-NOT AVAILABLE SEC 22 T30N R20W SW SE EXC P444H & I Block/Condo Bldg: Tract(s): (Sec-Twn-Rng 401/4 1601/4) 22-30N-20W Notes: Parcel History: Date Doc # Vol/Page Type 08/23/1999 609058 1450/586 WD 07/23/1997 925/367 07/23/1997 923/230 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 04/16/2007 Description Class Acres Land Improve Total State Reason COMMERCIAL G2 9.980 242,100 943,400 1,185,500 NO UNDEVELOPED G5 8.000 24,000 0 24,000 NO PRODUCTIVE FORST LANDS G6 20.000 80,000 0 80,000 NO Totals for 2007: General Property 37.980 346,100 943,400 1,289,500 Woodland 0.000 0 0 Totals for 2006: General Property 37.980 460,300 813,500 1,273,800 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 wAPPLICATION FOR, SANITARY PaUiIT for I11STALLATICN OF A c -';PTIC TaNK (Sec. 144.03, Tts. Stats.) O`,JNFR OF PROPERTY e / address (Street, City,,Zip Code) B. 7hCecT ICN `~CF P?CP ; TY wN,1W SEPTIC TANK IS T( B 1 IT ST 1LL D k .1. _City Mail address County one 2. _Village 3. „,,V'Tbwn C. IN".TaLUr~,1 Give License number held: Wisconsin 'restricted Licensed Sewer Plumber I / _ Services Name -r. Address D. SPTIFICATICNS OF 87PTIC TARTY Size in gallons: (check one) 1. 1,000 Gal. 5. _ 4,000 Gal. 2. 1,500 Gal. 6. _ 5,000 Gal. 3. r2, 2,000 Gal. 7. If over 5,000 gal., give capacity. 4. _3,000 Gal. Materials: 1. Prefab concrete 2.-~Poured concrete 3. Steel TYPE CF OCCUP1aPdCY 1. Sin7le Family residence 3. ` Commercial establishment 2.M!.7ltiple family residence 4. _ Industrial establishment F. APPRCXI14AT " NUMB-~i OF P'FUSONS S ..RUED D_~ILY G. PZRCCLATICN TEST MADE 1._L Yes 2. No Date Ily whom - i l 1, (To be completed by County Clerk) Date a plica,tion is filed and fee paid Permit issued (date); Permit I)b mber County' y_. _ - Clerk J ~ 14 1 Percolation .-date Minimum Absorption Area in Square Feet per Bedroom Minutes Reauired Normal 11ith -Ii~Tith 74ith Both For '.)Dater to Fr.ll Plumbing Garbage Automatic Grinder and One Inch Fixtures Grinder Washer Automatic ';Dasher 2 50 65 75 85 3 60 75 85 100 4 70 85 95 115 5 75 90 105 125 5 - 10 100 120 135 165 10 - 15 115 140 160 190 15 - 30 150 180 205 250 30 - 45 180 215 245 300 45 - 60 200 240 275 330 60 - 90 240 290 325 400 r December 3, 1969 Landfall Terrace 2937 Hudson Road St. Paul, '"lnnasota ~5il`) dea r i r. Re: Septic tank design r°oval St. Croix Meadows Houston - St. Croix o•s;°;ty Upon review of the plans submitted v,-) tip of=rice for the septic car", _Sign it is found to reasonably comply with the Wisconsin State Plumbing Co'- requirements. However, before the approval can be issued it will be l..A, necessary to know what facilities the tank is to accommodate in order to assure proper size. The Department of Industry, Labor and Human Reiat ~~ns Aegulation IND 50.10 (7) requires the submission, to the Division of riealth, of plans and specifications relative to private sewage disposal I~ systems proposed to serve public buildings. Approval is required before letting contracts or conmencinq work. This also is true in a replace-n-eit tank. If there are any curt ier quastlonr r)leas-~ 1t~el free to contact this office. Sincerely, w. P 6(Y st i q Chive Allen C. Grady Plan Approvais ACG: cc: ')#r. Harold C. barber i Plb 60 NAME OF BUSINESS St. Croix ilea do,.,iG LOCATION fly'! 35 HouIton St. Croix street or highway city or township county LEGAL DESCRIPTION S!J 114 of SE 1/11 Sec. 22 TO';!nsh iE 30'1a)Li:L~20t! C OWNER ! .I anus . -,j ] S nn Mailing address s St. tl ~yfinn~~nta ZIP x,51.1 AI xITECT OR ENGINEER John I:eisler Address LP;ndfaI 1 Ter ace_ PLUMBER Giffnr~i Plnrtain~_~ Ff~~tjn~ Address P_(l_ any 117 ~In<1_ ~gn ~ ri ~rQ11.~ 11~, ZI~,,,~Jt~ll 1. Check appropriate building usago(s) and fill in the information requested opposite each usage listed: Existing building New building Addition If addition to existing buildirg attach detailed memo for each. ( ) Drive in restaurant . . . Car spaces { ) Restaurant . o . . . . . . . . Seating capacity 10 sq. ft./person) _ Dining hall ~ _ ( 1 • • _ Per mca_ served Toilet waste Yes No ( ) Motel ( ) Hotel ( ) Cottages . Number of units: 2 persons/unit - 4 persons unit TOTAL NUT'IBER OF UNITS - ( ) Churches . . . . • . Number of persons Kitchen Yes No ( ) Bar or oooktail lounge . . . . Seating capacity (167q-.ft./person) ( ) Nursing or rest home . . . . Number of beds f\A Mobile home park Number of units - dependent (Gamper t miler) _Z7 Y\, - nondopendent (mobile home) ( ) Retail store o . . . . . Number of employees Number of customers (10 sq. ft./person) 1 ( ) Service station . . . . . . . Number of cars served (daily) ( ) School . Number of classrooms Meals served Yes No Shavers provided Yes No ( ) Factory or office building Number of persons (total all shifts) ( ) Residenco . . . . . . . . . . . Number of bedrooms ( ) Apartments . . . . . . . . . . Number of bedrooms ( ) Other . . . . . . . . . . . Specify 2. Indicate whether or not the following facilities are oonnected: Food waste grinder . . . . . Yes / No DishrT&sher . . . . . . . . . Yes No Automatic clothes washer Yes No 3. Fill in the appropriate inforr,:ation for the following as indicated: Septic tank capacity planned TOTAL Septic tank capacity required Percolation test results - ATTACH PERCOLATION TEST FSPORT SHEET Seepage trench bottom area planned width linear fc2t depth Seepage bed arcs planned width linear feet depth Seepage pit planned outside diameter depth below inlet depth Seepage trench bottom area required width linear feet depth Seepage bed area required width r'') linear feet depth' / Seepage pit required outside diameter depth belo~v inlet Signat,ire of parson completing forms ' STATE DIVISION OF H kLTH, PIL-IMING SECTICR? P. 0. Box 309, Madison, Wisconsin 53701 Address t Approved: / \ r - 'n ? ZIP Date: Date: SET 3 " 1369 THIS APPROVAL IS BASED ON STATE PLUMBING CODE REOUI1' .ENTS AND DOES NOT EXE a'T THE INSTALLATION FROM CITY, VILI.I.OE, TO',TN SHIP OR COUNTY RF.GUU TIONS OR PE't"IT (OVER) REaUIf{E IF;NiS. Plb 60. NAME OF BUSIN`FSS St. Croix Meadows LOCATION I1v y . 3 S _ - - -111IW!„L1.I-Q-0- 0111., street or highway city or township county LEGAL DESCRIPTION Sl! 1/4 of SE 1/4 Sec. 22 Tuo,nshiP 30P1 Ran(le 20'd car. WNER Jan ms E 0140 _ Mailiz,,S addrezs S t ._P,1s L, _ r 1Lnn S o -ZIP ,r, j 1-1; kF I?ITEC T Oil ENGINF.F.ii JOIIn ire 1 !1.1 e_r _ _ _ Add renn (r,VSLfaj,L T_eXX-jC~n ,S.L...~.~sZ.~!-•1-. r--1:~.1..Cins.',Sfl.t.cz~? ~;~.1_.1. ~ 1 PLUPu"3ER i(; i 0cc12 t ) jjl~ a f_ fLr t i_tica Addrean Rnv 1t7 i t Z'L1 1-' It rl I 1. Check appropriate building usv.ge(s) and fill in the inforraa.tion requested opposite each usage listed: Existing building _ New building Addition If addition to existing building attach detailed memo for each. ( ) Drive in restaurant . . . e . Car spaces ( ) Restaumnt . . . . . . . . Seating capaity 10 F:q, ft./person) Dining hail . . . . . . . . Per e^sal served Toilet +sa.ste Yes _ No ( ) Motel ( ) Hotel ( ) Cottages . Number of units: 2 persons/unit - 4 persons unit TOTAL NUMBER OF UNITS ( ) Churches o . h'urber of persons Kitchen Yes No Bar or cocktail lounge . . . . Seating capacity (10 sq. ft./person) ( ) Nursing or root hose . . . . . Number of beds _ Y Mobile; home part . . . . . Number of units - dependent (camper tr iler) _ - nondependent (mobile homo) ( ) Retail store . . . . . . Number of employees Number of customers (10 sq. ft./person) ( ) Sorvice station . . . . . Number of ears served daily) _ ( ) School Number of classrooms Meals served Yes No Shearers provided Yes No ( ) Factory or office building Number of parsons (total all shifts ( ) Residenoo . . . . . . . . . Number of bedrooms ( ) Apartments . . . . . . . . . . Number of bedrooms ( ) Other . . . . . . . . . . . . . Specify 2. Indicate whether or not the folk;zit facilities are oonneeted: Food waste grinder . . . . Yea ✓ No Dishs,-asher . . . . . . . . . Yes No Autonatic clothes washer Yes t~ No 3. Fill in the appropriate inforf;¢ation for the following as indicated: Septic tank capacity planned ~ TOTAL Septic tank capacity required Cr r Percolation test results - ATTACH P,,ii;uLATION TEST FZPORT SHv-rT Seepage trench botto-a area planned width linear feet depth Seepage bed area planned width linear feet depth Seepage pit planned outside diameter depth below inlet depth Seepage trench bottom area required width lin-2r feet depth i Seepage bed area required _ / width,.; linear feet ct depth Soopage pit required outside diameter depth below inlet Signature of person completing forra: STATE DIVISION 0? hrALTH, PUZIBLNG SECTIO4 P. 0. Box 309, Madison, Wisconsin 53701 Address= Approved: ! o d ~~~n w~ Date: Date: 7 a ! J.~i.J 7 (t, t v i~ .1 J THIS APPROVAL IS BASED ON STATE PLUMBING CODE REQUIIRE-"LENTS AN"li DOES NOT EXK12T THE INSTALLATION FRO•: CITY, VIId.AGE, TOWN- SHIP OR COUNTY riSGULATIONS OR PErCIJT (OVER) REQUIC .tEDITS. Plb GO NAME OF BUSI1,1ESS -..a $r.~,.. 1 .f~ 1~)~+La~. LOCATION Hou 1 ton-- - S t . rS?J_15_ streot or h1Ehiar y city or toAaship county LEGAL DESCRIPTION Sld 1,/4,. of SE 1L11 Se.C 22 Township 1011 Range -201•1 OWNER Dl Mailing addreus 2:2 .7 iJ_ SQP 'QaS1 r " L.:U1_,....11 1 n n - . a L a ZIP r q1.1 A+CHITECT OR ENGINEER John Keisler _ Address Landfall Terrace Paii 1 M i_nnon- to PLU1,13ER Gifford P 1 umb i nn & flea t i ng Addreas P.O. Box 47 _ 1. Check appropriate building usage(s) and fill in the infotuation requested opposite each usage listed: Existing building New building Addition If addition to existing building attach detailed memo for each. ( ) Drive in restrurant • Car spaces ( ) Restailra .t . • . . e . • Seating capacity 10 sq. ft./porson) _ ( ) Dining hall . . . . . . . . . . Per meal served Toilet waste Yes No ( ) Motel ( ) Hotel ( ) Cottages . Number of units: 2 persons/unit - 4 persons unit TOTAL NUMBER OF UNITS ( ) Churches • Number of persons Kitchon Yes No ( ) Bar or cocktail lu-mgo . . . . Seating capacity (1.0 eq. ft./person) ( ) Nursing or rest home Number of beds (~a Mobile home pane . . Nwber of units - dependent (Camper trailer) --1 -pd-- - nondependent (mobile home) ( ) Retail store . . . . . • . . . Number of employees Nwmber of customers (10 sq. ft./person ) ( ) Service station . . . . . Number of cars served dt,iV) ( ) School • • • • • • e • • • a . Number of classrooms Meals served Yes _ No Showerz provided Yes No Factory or office buildin, Number of persons (total all shifts T ( ) Residence . . • . o . . . . . . Number of bedrooms ( ) Apartments . . . . . . . . . . Number of bedrooms ( ) Other . . . . . . . . . . . . . Specify 2. Indicate whether or not the following facilities are eornectedt Food waste grinder Yes No Dish moher • . . . . . . . Yes No k yy Automatio clothes washer Yes _ No 3. Fill in the appropriate information for the following as indicateds Septic tank capacity planned TOTAL Septic tank cape-city required ti1 k-111I,, Percolation test results - ATTACH P FrOLATION TEST RzPORT SHEET Seepage trench bottom area plrnnod width linear foot depth Seepage bed area planned width linear feet depth Seepage pit planned outside dip-meter depth below inlet depth Seepage trench bottom area required - width linear feet depth Seepage bed area required n' width / f! linear feet depth , Seepage pit required outside dixtieter depth belay inlet Signat•_tre of erson oompletir; form: STATE DIVISION OF I ALTH, PURT13ING SECTION: 7 P. 0. Sox 3091 Madison ;•tisconsin 53701 Address Approved: • ZTP ~ f3 7 (1 JQSr V I ~ THIS APPROVAL IS BASED ON STATE PLUMBING CODE REQUIREMENTS AND 'DOES NOT EXE-GT THE INSTALLATION FRO; CITY, VILLAGE, T94N SHIP OR COUNTY REGULATIONS OR PEi-CV (OVER) REQUIFU EN95. ZQNINN .a a; FEIC Gepte ':-)er 12, Tole VelSo Assistant r .0. -Box 9b . , ~Lt1 t in Houlton will be held on Septemoer 23, 1 y86 at ire moon B-4 of the Courthouse in F-lizdson. YPhen you and discussed triis earlier, you indicated a viiilirn-;riess to L' d t t, s t 1 ifl`T c,. , a ~ n s t c111+.: e o n c 1 o i uiS:da uckey County Board Suy,. 4r or F'HUDSON;:STAR O'~SERVER 3) Tlee need for additional soil testing with a` Y 'Th+lrscla ` AU US _ { 9g6 ~.backhoe beneath the primary lagoon and the clarification cell as a result of trm discovery : - .fr+u «=yr P s r of bedrock beneath the project; 4) The need (.411t. At2g.2t for monitoring wells around the perimeter of - - STATE OF W1S~`O?igdN, -c the-project-as-a result ofthe discovery mot- f ` ~ bedrock beneath the project. t :",Y; r DEPARTMENT•OF NATURAL Rc',SOURCPS f.• . z PUBLIC NOTICE OF PUBLtC- The above persons or units, of government Y. INFORMATIONAL HEARING ON RECEIPT -11 , requested a public informational hearing on a OF A WISCONSIN POLLUTANT DISCHARGE WPOES permit application. The Department _ 2 ELIMINATION SYSTEM (WPAES) PERMIT ' f has.tenlatively decided that a WPDES parmlt c , • APPLICATION should be issued subject to the effluent. -Hearing Notice; Number.. 8SM 3120A31 _ r, limitations and special conditions in the pro- 2t, 1488; Par pored permlt Hearing Notice Issued: August , _ . mlt ;Number WI OQ35380 i, ; Perrrtrt Notice The Department of-- Natural Resources; s f `telephone number Number. (608) 2662221, pursuant to - 86M,3120 Notice issued Jun: 26, r_ Section: 147.13, Wisconsin _Statutea;_.has Perntlttee. SL Croix Mead osva Mobile home scheduled for the time and place listed below, i~ a public hearing for the purpose of givi aii ParVLsndflll,~ lnc., 2937 Hudson- Road; Si . `Interested rig ;`.Paul, MN 55iilt. persons an opportunity to make a - = FacilityWhere Discharge Occurs 3L Croix - statement with respect to this permit applica- = - Meadows Mobile Home Park Wastewater ° lion and to have such statements Treatment Facility, Hwy. 64!35, Houston, 1'!1 ` x.; to the final decision. 55082. DATE September 23,_19M; T1b1E IO~Y Receiving Water .7 M groandrrater of the a.m ; PLACE Room B-4, St.Crolx Court, Cour• t St.-Croix "Or..Drainalm Basin In, SL Croix thouse, Hudson, WI 54018', > ;County.:• A hearing examiner will conduct the hear Activities or Operations Resutting In EX Ing in an orderly and speedy way and will use Ist;ng Dlscharge:%The permitter owns: and procedures necessary riinsure broad public operates a three-cell aerated lagoon system Participation in the hearing. i The n the - hearing examiner will op~r+. t hearing ' wIth-•:dlscharge to ens. of,•two_absorption ,.ponds , - , T and make a concise statement of the scope; - - Persons or':Unfts`_ of -Government t Re and purpose of the hearing and shall state ° the : uestin bearing Concerned residanta of St 1 -course what procedures rwifl be-}used:-during- vJoseph Township St Croix County,.Wiscon cof the hearing. The hearing examiner sin it=x shall explain the method of notification of the, y Oate. of 'quest Received July 22, 1826 final decision to grant or deny the permit Is- Reasowi'for,Requesting Hearing Concern suance and the methods by whicit the dacl--= -for groundwater:pollution - ar. r 1 sion may be reviewed In a public adjudicatory Issue(s) to be Considerad.at Hearing: The hearing:: ? •r petitioners listed. the following issues: 1) The - Shr hearing examiner may put limits on In- discovery of bedrock underlying the secon r:`.'.: E divldual.oral statements to insure art appor- t.. dary lagoon; which was not disclosed by all tunlty for all _ persons present to make previous soil testing; 2) The need for an En 'statements in a reasonable period of time and' vironmental .Impact Statement as a result of to prevent undue repetition. Hs may also limit - i thediscove of bedrock beneath the project; she numtJer of-representatives making oral's i . discovery - statements on behalf of a person or group. _ tnfomzationat and clarifying questions and + i oral statements shatl be directed through the hsarfng;;examiner:-Cross-examination -shall 'x not be allowed :.Persons wishing, to comment on or object ` -to the proposed permit and Its limitations and conditions are Invited to do so by attending - the public hearing or by submitting any corn--• ments or objections in writing to the Depart- ment of Natural Resources, WPDES,Permit _ Section, Box 7921, Madison, Wisconsin 53707. Comments as received witl,be made part of the hearing file. All comments or sug- gestions received from members of the public no later than 7 days following the date of this ubtic hearing will be used, along with-other r information on file and testimony presented at the hearing; In making a decision regarding the application-, : v r .l t - -f Information on I le'tor this permit maybe inspected and copied at the address above, Monday through Friday (except holidays), bet= i ti ween 9.00 a.m_ and 3:30 p.m. Information on tt' S this permit may also be obtained by calling ' h (608) 2663221 or by writing to the Department.'; ` Reasonable cost will be charged for copies of Information other than the public notice and - fact sheet'- FOR THE SECRETARY By Milton L. Donald, Hearing Offlcer _ Dated at Madison, August t, 1986. State of Wisconsin \ DEPARTMENT OF NATURAL RESOURCES Eau Claire Area Office 1621 Westgate Road Eau Claire, WI 54703 G""°'°o-B°s'°"y Secretary June 6, 1986 Fn. Aar: 3400 Mr. Edward G. Gillstrom Rt. 1, Box 628 Y~ St. Joseph, WI 54082 ` Dear Mr. Gillstrom: This letter is being sent at your request. The Department of Natural Resources never received written notification of St. Croix County's interest in attending soils boring operations at the St. Croix Meadows/ Landfall, Inc. construction site prior to our meeting on May 20, 1986. Since that meeting, I have notified Harold Barber, St. Croix County Zoning Administrator, by telephone when additional soils investigations are required by the DNR. On two occasions, June 2 and June 4, Harold was notified of field verification testing being conducted on these two days. The open records law allows private citizens to review public files during regular business hours (8:00 a.m. to 4:30 p.m.) at our office. Copies of files can be made for a small fee to cover actual costs. Sincerely, Joan M. Bueter Area Engineer JMB/jh cc: Howard LaVenture Darold Barber, St. Croix County Zoning Administrator St. Joseph Town Board - c/o Ray G. Brown Roger Scovill - MWW GEOTECHNICAL ENGINEERING CORPORATION 1925 Oakcrest Avenue - Roseville, Minnesota 55113 - (612) 636-7744 Apple Valley, Minnesota - (612) 431-5266 REPORT OF SUBSURFACE EXPLORATION PROJECT: REPORTED TO: WASTEWATER TREATMENT FACILITY STEVENS ENGINEE+ HOULTON, WISCONSIN 1301 COULEE ROA HUDSON WI 5401 9m LA 79 uEC JUR. .v0: 4256 U D~TL: k", ANUARY 21 INTRODUCTION On January 10 and 11, 1986, we drilled seven test borings at the referenced project. The scope of investigation was based on procedures described by the Wisconsin Department of Natural Resources, in a November 5, 1985, letter to St. Croix Meadows Sanitary District No. 1. TEST BORING METHODS The boring locations are shown on the attached sketch. The borings were made using the auger method. Refer to the attached sheets (Drilling, Sampling and Testing; Test Boring and Logging Methods) for addi- tional information regarding test boring and logging methods. The soils were identified in accordance with the ASTM Visual-Manual Me- as described on the attached sheet (Unified Soil Classification System). The elevations of the ground surface at the borings was determined in reference to the top of the concrete pad for electric boxes located about 200 feet northwest of the secondary pond. The bench mark elevation there, acccrding to Stevens Engineers, is 103.3. `OIL AND FOUNDATION ENGINEERING • F_`T BORINGS • MONITORING WELLS • SOIL TESTING VIBRATION `"EISMO~;iRAPH o FERCD!. ~Tl -N TESTING 9 ENGINEERING GEOLOGY • CONSTRUCTION TESTING GEC #4256 - Page 2 RESULTS OF BORINGS General Refer to the attached logs for a description of the subsurface conditions encountered in the borings. The logs show: the depths to the contacts between the soil layers; the identification and geology of the soils; the surface elevations at the borings; water level measurements; and other inf ormation. Refer to the attached sheets (Drilling, Sampling, and Testing; Test Boring and Logging Methods; Geclogic Terminology; Ground- water) for a description of terminology used on the logs. V Subsurface conditions can vary from that encountered in the borings at other locations, depths, and times. The degree of variability could be evaluated by additional exploration. Soils The soils encountered in the borings are characterized as a mixture and interlayering of soil types. Geologically, the material appears to be alluvium and/or tumblerock. Refer to the attached sheet for a description of geologic terminology. Groundwater Groundwater was not measured in the borings. The borings were drilled to as deep as elevation 70. Refer to the attached sheet for general informa- tion regarding groundwater conditions and observations. DISCUSSION AND CONCLUSIONS We understand that the "rock at the bottom of the secondary areated lagoon" referred to in the November 5, 1985, Wisconsin DNR letter was in the northeast portion of the lagoon bottom - i.e. near borings #4 and #7. GEOTECHNICAL ENGINEERING CORPORATION GEC #4256 - Page 3 The original ground surface in the vicinity of the secondary lagoon was at about elevation 102' or 26' below the original ground would be at about elevation 76'. Elevations of the bottom of the borings are as follows: Boring No: 1 2 3 4 5 6 7 Bottom y Elevation: 90-112 911 87 81 85 73 70 The material encountered in all the borings was soil - not bedrock (or weathered bedrock). According to the Wisconsin Geological Survey, the subsurface conditions encountered in the borings appear to be consistent with conditions found in the Houlton area. CLOSURE To protect the addressee, the public, and ourselves, this report (and all supporting information) is provided for the addressee's own use. No repre- sentations are made to parties other than the addressee. Report Prepared By: Under the Supervision of: Lawrence F. Feldsien, P.E. Robert E. Pend gast, P.E. WI Reg. No. E12666 GEOTECHNICAI ENGINEERING CORPORATION GEOTECHNICAL ENGINEERING CORPORATION GEC JO6 NO: 4256 LOG OF BORING NO. 1 PROJECT: WASTEWATER TREATMENT FACILITY; HOULTON, WISCONSIN DEPTH, SURFACE ELEVATION: _ 93 FIELD & LABORATORY TESTS IN N SAMPLE L L FEET IDENTIFICATION GEOLOGY BPF WB TYPE I REC. MC DEN P.L. Silty sand, fine grained, with N FA 1- some gravel, tan, (nonplastic-SM ALLUVIUM 2- Silty sand, fine grained, with or some gravel , 1 i ght brown, * UMB~-ERO~i~ N ~ F. 3 END OF BORING *I(4- 5- 6 Auger obstructed at end of 7- boring. 8- 9- 12- 13- 14- 15- 16- 17 - 18- 1920 - 21 - DEPTH DRILLING ML7HG;' WATER LEVCL MEASU9EMEN19 NOTE: REFER TO DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER DEPTH DEPTH DEPTH FLUID LEVEL LEVEL THE ATTACHED 1/10 •C. 3 0 3 d~ SHEETS FOR AN EXPLANATION OF BORING 1/10/86 11:48 COMPLETED: TERMINOLOGY CC: SB CA: RA Rig: 45 ON THIS LOG 11/35 GEOTECHNICAL ENGINEERING CORPORATION GEC JOB NO: 4256 LOG OF BORING NO. 2 PROJECT: WASTEWATER TREATMENT FACILITY; HOULTON, WISCONSIN DEPTH, FIELD & LABORATORY TESTS IN SURFACE ELEVATION: 94.2 FEET IDENTIFICATION GEOLOGY BPF WB TIYPE REC. MC I DEN L.L. P.L. Silty sand, fine grained, with 1 - some , brown, sl i,ghtly ALLUVIUM N FA 2- Silty sand, fine grained, with or some gravel, light grown TUMBLFROCK N Fr, i 3 ---AND OF BORING- 4- 5- Auger obstructed at end of boring, 6- 7- 8- 9 - 10 - 11 - 12- 13- 14- 15 - 16- 17- 18- 19- 20- 21 - D:_PTH DRILL ING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER DEPTH DEPTH DEPTH FLUID LEVEL LEVEL THE ATTACHED 1/10 . C . 3 0 3 dry SHEETS FOR AN EXPLANATION OF BORING 1/10/86 12:03 TERMINOLOGY COMPLETED: cc: SB CA: RA Rig: 45 ON THIS LOG 11/5 GEOTECNNICAL ENGINEERING CORPORATION GEC JOB NO: 4256 LOG OF BORING NO. 3 PROJECT: WASTEWATER TREATMENT FACILITY; HOULTON, WISCONSIN DEPTH, SURFACE ELEVATION: 94.3 N AMPL FIELD & LABORATORY TESTS FEET IDENTIFICATION BPF WB TYPE AEC. L. L. GEOLOGY MC DEN PL Silty sand, fine grained, with some N FA gravel, brown, (nonplastic-SM) 2- Silty sand, fine grained, wic~ song 3- gravel, light brown - tan, N FA (nonplastic-SM) 4 - ALLUVIUM or s- Sandy clay, with a little gravel, UMBLEROCK light brown, (CL) N FA fine grained- - brown. N FA *(_n npla tlc- M) END OF BORING 8- s- 1C_ ~uger obstructed at end of boring. 11 - 12- 13- 14- 16- 16- 17- 18- 19- 20- 21 - DEPTH DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER DEPTH DEPTH DEPTH FLUID LEVEL LEVEL THE ATTACHED 1/10 . C . 7 0 6.7 dry SHEETS FOR AN EXPLANATION OF BORING 1/10/86 12:29 TERMINOLOGY COMPLETED: cc: SB CA: RA Rig: 45 ON THIS LOG GEOTECHNICAL ENGINEERING CORPORATION GEC JOB'NO: 4256 LOG OF BORING NO. 4 PROJECT: WASTEWATER TREATMENT FACILITY; HOULTON, WISCONSIN DEPTH, SURFACE ELEVATION: 94.0 N SAMPLI FIELD & LABORATORY TESTS FEET IDENTIFICATION GEOLOGY BPF WB TYPE REC. MC DEN L.L. P.L. 1 -Silty sand, fine grained, with some gravel, light brown, 2- (nonplastic-SM) N FA 3- Sandy clay, light brown, with some N FA gravel, (CL) a ALLUVIUM Sandy clay, light brown, with a or 5_ trace of gray, with a trace of TUMBLEROCK N FA gravel, (CL) 6 - i Sandy clay, with a trace of gravel, 7- reddish brown, (CL) N FA 8- 9- 10- Silty sand, fine grained, i N FA with some gravel, brown, _(plastic-SM) 12- 13- Silty sand, fine grained, with a* N FA *tr ce o gruel, END OF BORING light b own, (p asti -SM) 1a- Auger obstructed at end of boring. 15- 16- 17 - 18- 19- I, 20 - 21 - DEPTH DRILLING METHOD WATER LEVEL MEASLIFEMENTS NOTE: REFER TO DATE TIME SAMPLED CASING CAVE-IN I DRILLING WATER THE ATTACHED 1-3- FA DEPTH DEPTH DEPTH FLUID LEVEL LEVEL 1/10 . C . 13 0 dry SHEETS FOR AN EXPLANATION OF BORING 1/10/86 3:19 TERMINOLOGY COMPLETED: CC: SB CA: RA Rig: 45 ON THIS LOG 11/~3~ GEOTECHNICAL ENGINEERING CORPORATION GEC JOB NO: 4256 LOG OF BORING NO. 5 PROJECT: WASTEWATER TREATMENT FACILITY; HOULTON, WISCONSIN DEPTH, SURFACE ELEVATION: _ 94 .Z FIELD $ LABORATORY TESTS N S IN L. L. FEET IDENTIFICATION GEOLOGY BPF WB TYPE REC. MC DEN P.L. 1- 2- Silty sand, fine grained, with a trace of gravel, reddish brown, N FA 3- (plastic-SM) ALLUVIUM or 4- _ TUMBLEROCK Sandy clay, with a trace of gravel N FA 5- reddish brown & gray, (CL) s- Silty sand, fine grained, with 7- some gravel,-brown, (plastic-SM) N FA 8- 9- iTTy saner-f1 ne grai ne , w-ITH-*- N FA a i,ttl gravel, END OF BORING to & h own, (non- 10- pl stic-SM) 11 - 112-Auger obstructed at end of boring. 13- 14- 15- 16- 17 - 18- 19 - i 20 - 21 - DEPTH DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER DEPTH DEPTH DEPTH FLUID LEVEL LEVEL THE ATTACHED 1/10 :40 9,1 dry SHEETS FOR AN EXPLANATION OF BORING 1/10/86 9:30 COMPLETED: TERMINOLOGY CC: SB CA: RA Rig: 45 ON THIS LOG 11/85 GEOTECHNICAL ENGINEERING CORPORATION GEC JOB NO: 4256 LOG OF BORING NO. PROJECT: WASTEWATER TREATMENT FACILITY; HOULTON, WISCONSIN DEPTH, FIELD & LABORATORY TESTS IN SURFACE ELEVATION: 94.0 N AMPL FEET IDENTIFICATION GEOLOGY BPF WB TYPE REC. MC DEN P.L. i- Silty sand, fine grained, with a 2- little gravel, brown, (plastic-SM N FA 3- Sandy clay, with a trace of gravel-I 4 _ r.~Z & brawn, (CL) I N FA 5- Silty sand, fine grained, with a little gravel, brown, (plastic-SMI N FA u i i Silty sand, fine grained, with 8_ some gravel, light brown & tan, N FA (plastic-SM) 9 - Clayey sand, fine grained, with ALLUVIUM 1o- some gavel, tan, (SCI or N FA TUMBLEROCK lab f 1irtIestone? 11- 12- 13- 14- 15- Sandy clay, with a trace of N FA gravel, brown, (CL) 16- 17- 18- 19- 20- 21 - ND OF BORIN *Auger o stru ted at t_ end of hor ng. DEPTH DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER 0- 21 1/4! FA DEPTH DEPTH DEPTH FLUID LEVEL LEVEL THE ATTACHED 1/11 10:50 21-1/4 0 20.2 dry SHEETS FOR AN EXPLANATION OF BORING 1/10/86 1:10 COMPLETED: TERMINOLOGY Cc: SB CA: MH Rig: 45 ON THIS LOG 11!35 GEOTECHNICAL ENGINEERING CORPORATION GEC JOB NO: 4256 LOG OF BORING NO. 7 (R 1 Of 21) PROJECT: WASTEWATER TREATMENT FACILITY: HOULTON WISCONSIN DEN H, SURFACE ELEVATION: 94 _1 FIELD & LABORATORY TESTS FEET IDENTIFICATION GEOLOGY BPF WB STYPE REC. MC I DEN L. L. P. L. Sandy clay, brown, with a trace of j gray, with a trace of gravel, (CL N FA z - Silty sand, fine grained, with a 3" little gravel, brown, (non- 4- N FA I plastic-S11) 5- s- Sandy clay, with a trace of gravel N FA gray & brown, (CL) 7- - Sandy clay, with a little gravel, ALLUVIUM a- reddish brown, (CL) or N FA TUMBLEROCK s Silty sand, fine grained, with a 1o- trace of gravel, brown, (slightly N FA plastic-SM) Silt, with-a trace of grave[, 12- brown, (plastic-ML) N FA 13-- - Silty sand, fine grained, with a 14- trace of gravel, brown, (slightly N FA plastic-SM) 15-- 16- Silty clay, with a little gravel, 17 brown, (ML-CL) N FA - 18- 19- 20 - - Silty clay, with a trace of gravel 21- brown, (ML-CL). JN FA DEPTH DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO SAMPLED CASING CAVE-IN DRILLING WATER DATE TIMF DEPTH DEPTH DEPTH FLUID LEVEL LEVEL THE ATTACHED e- 24* FA 1/11 1:11 24 0 22.2 wet SHEETS FOR AN EXPLANATION OF BORING COMPLETED: 1/11/86 1:11 TERMINOLOGY ON THIS LOG cc: Sg CA: MH Res 45 1 ,`'5 GEOTECHNICAL ENGINEERING CORPORATION GEC JOB 46: 4256 LOG OF BORING NO: 7 (D . 2 Of 2) PROJECT: WASTEWATER TREATMENT FACILITY; HOULTON WISCONSIN DEPTH, FIELD & LABORATORY TESTS In SAMPLE FEET IDENTIFICATION N WB TYPE REC. MC DEN L L GEOLOGY P77 22 SAME AS ABOVE i( 23- 24- NO OF BORING 25 - 26 27 - 28 - 29 - 30 - 31- 32 - 33 - 34 - 35 - 36 - 37 - 38 - 39 - 40- 41- 42 - I 42 - 44 - 45 - 46 - 47 - TEST BORING AND LOGGING METHODS STANDARD PENETRATION - SPLIT SPOON TEST I A 1-3/8" ID, 2" OD steel sampling tube is driven into the soi_! w?u, a 140-pound ~ hammer falling 30". The number of hammer blows required to drive the sampler 1', after an initial set of 1/2', is the standard penetration resistance ("N" value), ei-i: The b, dam' v stem auger, casino, rr ~,y rot;,rv drT , l ir; ~,^tP dr 'l r fry.,-;. AUGER BORING, Auger bori ngs ur c o ; s i~:t by ndh 01' W_'. loll ci power-6ri ven au ji The hand auger method consists of drilling the auger into the sa-ii in increments of approximately 4", then retracting the auger and observing the material re- covered. This allows almost continuous observation of the soil profile. Two procedures are available in drilling power auger borings: "spinning" -and "pulling." - In the spinning procedure, the auger is drilled into the ground in incre- ments of 5', or less. The auger is then spun rapidly. Soil "rides up" the flights of the auger to the ground surface, where samples are taken. In general, this method results in reasonably accurate identification of the soil profile above the groundwater table, but it can be very misleading - particularly in sandy and gravelly soils - below the water table. - In the pulling procedure, the auger is drilled into the ground and then withdrawn to above the ground surface. The general soil profile can be observed, and samples of materials adhering to the auger are taken. In general, this method is considered to be a little more accurate than the w spinning method in soil above the groundwater table, and considerably more accurate than the spinning method in soil below the groundwater table. THIN-WALLED TUBE SAMPLES Relatively undisturbed samples are taken with thin-walled tubes. The tube is pushed into the soil and retracted with the soil sample inside the tube. STATIC CONE TESTS The static cone test consists of measuring the force required to push a steel cone penetrometer into soil. The cone is pushed at a rate of approximately 1/2" per second. The static cone bearing pressure, qc, is the total load divided by the projected end area of the cone. Cone diameters available are 1-3/4", 2-1/4", and 3". The apex angle is 60°. A hand cone penetrometer is often used in conjunction with hand auger borings. It has a 30° apex angle and a projected end area of 0.5 square inches. . ~ ~GEOTFCHIts!-,*,,L FNGINE§ PING CORPORATION CORING Coring is done with a diamond or carbide bit on a double-tubed barrel. LOGGING Both factual data and interpretive information is included on boring logs. In general, the information on the righthand side and the bottom of a log is considered to be essentially factual data. In the "Identification" and "Geology" columns, the intent is to portray the soil profile, or stratigraphy, based on interpretation of available data. Since the information shown is interpretive, it is subject to error. The accuracy of the information showr is controlled )y the type and amount of data available. In general, there are three basic categories of ?nformat-ion shown: 1) the soil identification, or "classification" of materials; 2) geologic identification of the soils; and 3) the depths of the contacts between soil layers. Determination of the depth to contacts between soil layers is arrived at by taking into consideration the action of the drill tools and the appearance of materials recovered. On a given boring log, contacts shown with solid and dashed lines are used to indicate higher and lower accuracy, respectively. In general, the entire soil profile is not observed or sampled. Consequently, indicated depths of contacts may be incorrect, and some materials or layers may be undetected in a boring and may not be indicated on a boring log. Boulders and other large objects generally are not recovered from test borings. This is due to limitations on the size of particles that can be recovered. Though there may be no specific reference to such materials on boring logs or in a report, they may be present in the ground. This is particularly applicable to deposits such as coarse alluvium, uncontrolled fill, glacial till, outwash, tumblerock, and weathered bedrock. Typewritten logs are prepared based on field logs. A field log may contain in- terpretive information - such as notes regarding unusual drilling conditions - which is not indicated on the typewritter log. / ; GEOTECHNICAL ENGINEERING CORPORATION TERMINOLOGY ON BORING. LOGS: DRILLING, SAMPLING, AN I .NOTATION (Refer to attached sheets for additional information.) A,B;N,H: Size casing or core. AC: At completion of boring. CA: Crew Assistant. CAS: Casing. CC: Crew Chief. CONS: One dimensional consolidation test. COT: Clean-out tube. DEN: Dry density, pounds/cubic foot. DM: Drilling mud fluid. FA: Flight auger, power driven. P-pull; S-spin. HA: Hand auger. HSA: Hollow stem auger. HYD: Hydrometer analysis. LL: Liquid limit. MC: Moisture Content, percent of dry weight. N: Standard penetration test, penetration resistance, or N value, in blows/foot (unless otherwise noted). PAP: Paper plug. PL: Plastic limit. qp: Pocket penetrometer strength, tons/square foot. qc: Static cone bearing pressure, tons/square foot. - qu: Unconfined compressive strength;-tons/square foot. RD: Rotary drilling, using drilling fluid and a cone-type roller bit. REC: In split spoon and thin wall tube sampling, the length of sample recovered, in inches. In rock coring, the length of core recovered as a percentage of the total core run. REV: Revert drilling fluid. SA: Sieve analysis. SS: Standard split spoon sampler. Steel. 1-3/8" inside diam., 2" outside diam. TW: Thin-walled tube sampler. VANE: Vane shear strength, tons/square foot. L - Laboratory; F - Field. WASH: Sample of coarser-grained material from rotary drilling fluid. Obtained by screening the returning fluid or with a split spoon sampler at the bottom of the bore hole. WAT: Water. WB: Describes whether the sample appears to be waterbearing. WH: Sampler advanced by static weight of drill rod and 140 lb. hammer. WR: Sampler advanced by static weight of AW size drill rod. -200: Amount of material finer than #200 sieve, per cent. V : Water level symbol. Note: The size of equipment is indicated by a number preceding the descriptive term. For example, 2-1/2 CAS represents 2-1/2" diameter casing. 7PQ GEOTEC_'HNICAL ENGINEERING CORPORATION, MAJOR DIVISIONS GRAPH LETTER TYPICAL DESCRIPTIONS SYMBOL SYMBOL WELL-GRADED GRAVELS, GHAVEL- GRAVEL X•,•:•,'•.,~ GW SAND MIXTURES, II TTLC ON NO FINES "D CLAAY (;RAVELS GRAVELLY (LITTLE OR NO SCILS TINES POORLY-GRADED GRAVELS,GRAVEI- COARSE G P SAND MIXTURES. LITTLE OR GRAINED -0 NO F1n[s SOILS SILTY GRAVELS. GRAVEL-SAND- MORE THAN ~ GRAVELS WITH FINES GM SILT MIXTURES Or COARSE FRAC- 410N R~TAIN ~APPRECIABLC AMOUNT ON N0.0 SIEVE Or FINES) CLAYEY GRAVELS. GRAVEL- SAND-GC CLAY MIXTURES .e e S W WELL-GRADED SANDS, GRAVELLY SAN: SANDS. LITTLF OR NO FINES AND CLc-'' (LI f fLE - SANDY OR NO FINES SC I'_S PJOFLI'-GRADLJ SANE., GRAVELLY MORE THAN 50% s p SANDS. LITTLE ON NO FINES OF MATERIAL IS iLB THAN NO. Mall" SIZE MORE THAN 50% SANDS 'KITH FINES s m SILTY SANDS. SAND-SILT MIXTURES OF COARSE FRAC- (APPRECIABLE AMOUNT TION PASSING OF FINES) NO. 4 SIEVE s c CLAYEY SANDS. SAND-CLAY MIXTURES INORGANIC SILTS AND VENY FINE M L SANDS. ROCK FLOUR. SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY FINE _ SILTS LIQUID LIMIT INORGANIC CLAYS OF LOW TO MEDIUM GRAINED- AND - 1 PLASTICITY. GRAVELLY CLAYS. SOILS CLAYS LESS THAN SO CL SANDY CLAUS. SILTY CLAUS. LEAN CLAYS t 1 1 I I i l l l l ~'II t i ORGANIC SILTS AND ORGANIC I I OL SILTY CLAYS OF LOW PLASTICITY III INORGANIC SILTS. MICACLOUS OR MH DIATOMACEOUS FINE SAND OR SILTY SOILS MORE THAN 50% OF MATERIAL IS SILTS LIQUID LIMIT AND INORGANIC CLAYS OF HIGH `~1A L< THAN NO. CL1 gR THAN Sfi CH PLASTICITY. FAT CLAYS 2O0 SIEVE slzE err / Y~/,° ORGANIC CLAYS OF MEDIUM TO NIGH OH PLASTICITY. ORGANIC SILTS HIGHLY CRG.NI^ SOILS PEAT. HUMUS, SWAMP SOILS V PT WITH HIGH ORGANIC CONTENTS NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS. SOIL CLASSIFICATION CHART UNIFIED SOIL CLASSIFICATION SYSTEM 9-85 GEOLOGIC TERMINOLOGY The geologic description indicates the apparent depositional origin or stratigraphic name. Geologic identification is interpretive and subject to error. General categories of geologic deposits, and descriptive information is as follows: ALLUVIUM COARSE ALLUVIUM: Sandy (and gravelly). Stratified. Deposited from fast moving waters in streams, rivers, and deltas. FINE ALLUVIUM: Clayey and/or silty. Stratified. Deposited from slow moving waters in streams and rivers. BEDROCK Wide range of characteristics: from hard, dense, consolidated rock; to soft, compressible, and uncon- solidated soil-like material. FILL CONTROLLED: Compact, uniform material; inorganic; no debris. UNCONTROLLED: Loose or variable density. Mixture of soil types. Often contains debris and organic material. GLACIAL TILL Normally contains a wide range of grain sizes, from _ boulders through clay. Usually non-stratified. Deposited directly from glaciers. LAKE DEPOSITS Clayey. Laminated. Deposited from very slow moving waters in ponds and lakes. LOESS Silty. Non-stratified. Upper layer. Deposited from wind. OUTWASH Coarse alluvium deposited from glacial meltwaters. SLOPE WASH Organic and/or inorganic material washed from slopes and redeposited. SWAMP DEPOSITS Peat, muck, and marl. Formed through accumulation of organic material under water. TOPSOIL Contains both inorganic and organic material. Upper, black layer of soil. Formed by weathering of in- organic soil and accumulation of organic material. TUMBLEROCK Dominantly gravel, boulders and rock slabs. Deposited from gravity flow down hills or cliffs. WEATHERED BEDROCK Bedrock which has been substantially weathered through disintegration or decomposition. Texture and composi- tion grades into bedrock. WEATHERED SOIL Texture, composition, and position is intermediate between topsoil and non-weathered soil. GEOTECHNICAL ENGINEFRING CORPORATION _ n f'• TERMINOLOGY ON BORING LOGS GROUNDWATER Groundwater information is shown on boring logs: 1) under "Water Level Measurements" and 2) in the "WB" column. Information under Water Level Measurements includes: - The depth to the water level (or drilling fluid, if used) and the depth to the bottom of the hole (cave-in). Water level and cave-in measure- ments are taken with a weighted measuring tape. If free-standing water is not encountered in the hole, the term wet, or dry, is indicated under "Water Level." This means that the soil adhering to the end of the measuring tape did, or did not, respectively, appear to be saturated. - The depth sampled and the depth of casing (or hollow-stem auger) for measurements made during the progress of the boring. - Date and time of measurements. Notation in the WB column describes-whether foil samples appear to be water- bearing or saturated. Y means yes, N means no, and ? means questionable or indefinite. The water level symbol, V,in the WB column indicates the apparent depth to the groundwater table at the bore hole. Determination of the depth to the groundwater table is an interpretive process. The determination is based on various factors, including: water level measurements, the appearance of samples, subsurface conditions, site conditions, and weather conditions. The accuracy of the indicated depth to the groundwater table can be quite variable. The water level symbol with an arrow pointed downward (or upward) indicates that the water level is at or below (or above) the level indi- cated. Absence of the water level symbol does not necessarily mean ground- water was not encountered, or that the water table or piezometric surface was not penetrated. The presence of groundwater in the soil and the level of the groundwater table can change with time. The information in the WB column is based on observations and measurements made at the time the boring was drilled and the water level measurements were taken. IRS GEOTECWNICAL ENGINEERING CORPORATION J N #6 31 1 \ z #4 #7 16' \ :18 ' a3 2' -1 \4"Z #2 Perimeter of base of secondary aerated lagoon. GEOTECHNICAL ENGINEERING CORPORATION Project: l•IASTEIIATER TREATMENT FACILITY; HOULTON, WI Job No: 256 awn. ~:IDatq: 1/27/86 Chkd. Scale: r 1`i3 r j Ca : • 1 . ( A H go 61 trat#on eta 17.Ct Mu 17.2 par.2 Am! 62. ec_..17.22 t;£42 . 1 o t.'C. 7. ? -fern to), rl p ifs( ?1 T@ C!C. ~ • 1 1Y' 1 `i,,o no :i~u c n". Li c' • i • l d' . j . r i t' i % On ` j1 LESLIE WALDROFF CHAIRMAN \V. A. THEXTON TREASURER HAROLD gSTEND. RF svPERVt~on HAROLD GILLSTROM, SR. E ELi<1EIt SENRIFK TOWN ®F ST. JOSEPH ~ wssessoR % SUPERVISOR JIMMIE TUMA MAXINE WECKaG'ORTH ST. CROIX COUNTY, WISCONSIN CONSTABLE IERK HOWARD LAVENTURE Post ® Adress' Route 1, Stillwater, Minnesota =ONINO ADMMSTRATOOffice Office The resolution granting the request of Jim Olson to increase the size of St. Croix Meadows Mobile Home Park by adding facilities for 25 additional Units, making a total of 58 Mobile Homes; also the addition of facilities for seventeen (17) overnite camping trailers shall include the following conditionss (Rules of Procedure - Section 5 - paragraph a and b) A complete plan shall be submitted to the Zoning Board of Appeals showing all proposed improvements and additions to St. Croix Meadows Mobile Home Park and shall show in detail all requirements of the Zoning Ordinance of the Town of St. Joseph. Section Vl - Item 4 - paragraph a to g-3 This plan shall also show the size and location of all waste disposall systems. The number of units, including service building, on each system, and other requirements of the State Board of Health. Plans shall be approved by The State Board of Health and St. Joseph Board of Appeals before construction is to begin. The waste disposal system shall be inspected by the Plumbing Inspector of The State Board of Health during construction, before septic tanks and effluent absorption area are covered. The Zoning Administrator and The Town Board are to be notified by the Plumbing Inspector if final Board of Health approval is given on all waste disposall facilities after construction. Only camping trailers shall be allowed in the camping trailer area. The requirements of Section V1 - Item 4 - paragraphs a through g-3 shall be a condition of the continuing operation of St. Croix Meadows Mobile Home Park. This resolution and conditions were adopted by the Board of Appeals of The Town of St. Joseph on October 4, 1967. Howard La Venture, Chairman W. A. Thexton Warren Mabie Donald Henne Grant Burton CONDITIONS ACCEPTED BY: JIM OLSON October 10, 1967 G'W%o, 1', I 1 B v. c 4 J a 1 - e 7 VI: i r.. , ' . l rt; _f- c'.I: "U . L r r, '~-11 c4 P'• ffr':'Gr'W' ~ •1~~`i4 ~ ~r. ''C - ~a f A "C°e 3h to e <-0 ear. 4. °irL? of uk:lic 'eRrImj,- on 'Aohile (tome Courta. %IT- of z roc-dure - 'o-'Jn :,cnrd of A,,pea1-- ',ice 5 so 5 par. l,. The Board of A peal; hnn - tree ri?r E to im o.^e any conditions with rojapeot to a permit. uo~, normit P.hall re°E.ain valid only tic )on- V,ea ccndltinn^ ur>on r icfi it wnta Frrantftd are conforiiead to or maintain-_.7c. 1 REPORT OF INc 70TICN---INDIVUAL 915JAGE-DISPOSAL SYS= PRIP,iRY TREATMZNT consists oWeptic Tank% Cther (Describe) SEPTIC TANK: Distance from: Welly %clft., Lot Line ft. Building --ft. High watermark ft. 12%~ or greater slope ft. Wetland ft. Cistern ft. No. compartments Liquid canacit .gig y-~t,; al. EFFLUP,P:IT D-T_SPec"L SY`;T'Tli consists of Tile field. Seepage pit (s). Seepage Pit or Tle Field: Distance from: Welly j r ft. Build ing_ft. Lot Line,, ft. Cistern ft. High Watermark of water course ft. Slope 12 or greater ft. Wetland ft. Total length of tile lines ft. Number of lines J Length of each line c' ft. Distance between lines_L_ft. Width of trenchJT Total effective absorption area of trench bottomgC`ti- Sr~. ft. Depth of filter material below the in. Depth., of filt,s0- material over the ~ in. Cover over filter material Depth of the below finished gradq f~/ in. Slope of ti: nch ttom %Zin, per 100 ft. Depth of bedrock---- ft. Depth to ground water ft. Number of Pits . Outside diameter ft. Depth below inlet ft. Lining material Gravel around pit: Yes, PV'o, Total sbsorption area -so. ft. Square feet of seepage trench bottom area required Square feet of seepage pit area required i Inspected by: Title: Approved Date _4z ' ,19 %z Rejected Date ,19 k- ;County, Town of Owner f;~., .vim % i / fly Sanitary Permit No. Property Address r / Septic Tank Pe ' rmit No. Subdivision~~ St. Croix County Zoning Administration • OLD COUNTY COURT HOUSE HUDSON, WISCONSIN 54016 HAROLD C. BARBER, Administrator Phone: 386-5581 - Ext. 49 August 31, 1970 TO U EOM IT MAY CONCEaI N: RE;: ST. CItOIlY EEADO': S I155'OILE H01,1E ?t TRAV%L TPAIL Cl3t=. L L ni"IP1G: 1. RICH 11,,D S 1 IONS MHE'3 TO THE T AT THE ST. 111^ DG?;-0 itL p VT,- T L' Ll PA_ K `;;ILL "?D 1050 FE T NO111TH FHG0 " ?IE SOliTII LiOUNDIRIEZ PLU ?N IT,, Us 50 F _-,T. THE, C~'UTH 350 FEEIT '~ZI:L BE F0; 1'h (400) feet fj AkID THE 'I i c&?H 700 F.L J tiILL BF25 FELT DE-EP. T i la EA OF THE I3LIi iIP.iGS, _ -"0iICj- ST~.'T Ij3 !.-1D D.~i11'J Iiu TILL B ; aC7 1) D FttOlll TIC E, TR!TEL Tn_LILER L._itl'. TE-Tr AREA 7CR THE '10,-Vt,L LLAIL' t i'.='RK iJ.'-uD F„t~ iIYTHI!`Iz :XCI FOH THIS YU%P SE. `ilL YvO lvi'T;ILE !TD!, J Sj'I,C:~S III 'T' HI T1t,1.V L TtZ.I Lit E)!,I"'K Al", vILL rt _GVf~D I If T'ri'g, N -1-RK r,LDITION IS CC%i~ L~TED. / (i11DT'IriTO.~N.7F~r~,' ^ ,-*'AC (,ES P T _ - C T 17 T', C J. , i q,rn rP T r,-, T`VO l i1J ' ~~J 1 ryC-.,~ i1-Ii; MOBILE 1T~' Tt ;D Lti.< V-,J y ~~A._tK ti~ ~Ci~..~.,,~ 1 ~ N HOrti C i,i,1~. 1tt,:I:~~~ ~ILL ~ iL ADTOIn", ING F'OlEi i.TV O :TIERS. { Q RI ~ F C RDT"311 PONS, t',Oj E;CT (C, OOi~.DT1., i T~ HK L l J~'J~J,~~~ u'L J' 1 1 1J1DJ IS I` I t 1 1E Fj."- is .T. _SL. OL; T\T i L~, . "C" '3 I Juiy 17, 1 970 TO t,HUM IT MfiY COYNpCIMN:(1 iii..: ;;T. C:~}IX S"y;,iA1L'')!v `j.-IL'. "Tl; TP V,,l 1 IL.... E iiK CR)IX HFADOWS TRAVI',L TRAIL? PARK ILL i;X :M ~ A LI''dE 1050 FEIT '011-H MOM "ME c"DUTH LOT LINE PLUS OTC "I` . r,'!r 250 FEET EAST FROM `fHE L..^ -L'T",. b ACRES TV L A, PLUS P C.AYGE 1E E Li'-:A, H V D PLANS, . s ::LLi.TLY JULY 12 TttnV..L Tit /I I! "I vrfS"r. i'E C;~VM LINES THAT HAVE BE 21 INS TAL'LFD I.~ " "I'll S , A, ,,ITI)N r i AIM TRINU TRAIL:,Ii. PARK WILL BE UNCDWIRFID - ND I'JSF T CTZP BY ;-TYNI THE STATE PLUMBING Ind. F CTOR DR ST. CRoIX r, A1NTY `-ING AD~IIN7-) MATOR. (Tti ~ 'E 1, ILL 13F ~:)NLY P:itTI,;7NS T~~~ ~ .:EFt LIN ;S UNCOVi D.) THE 3EPTI^, AND 51 F,PAGF, AHLAS WULT BE I"I' F. IC'TFD ' H~?d T';Ey ARE IN17ALLc D. ALL WORK sIMM BE I :DNE BY LI"NNSED PLUMB~!RS tiJ .ARZ LIC.~N-LIUD L' s,"rlh :;TATIE Jr ISt; ;'.dS tt. A',?D "IEL,, LECIRICAL WORK 'ILL HAVE' T6 BE BY VED :,l1-C'. ,ICIAIiS.