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HomeMy WebLinkAbout008-1019-90-150 m o I N O G d kn eo h C C ti 4 0 c ~ © I 0 Op ' N ~ I i I C! ~ i I ~ I ~ I s ~ I ~ I z c U- c 0 1 Q I 1 O I 3 z E 1 z w 0 v p z a m 11 o I 0 z o I aUi Z c z to F- E -o ~~hh M 1 c N N • '0 r p 0 2 z z O N z c I N R N E O N A 7 m co a LO a 'A b d I cfl A C14 z N> C F- F- F- p +O'-' N '0 0 0 0 d Z o 1 IL a a •N a N m 0 N c ~y to -i c> > rn rn 1 r o N ° oo 0 0 E 0 C) o_ co w a 7 rA N .~5) L O N _ 1 N '1 F, Q } (q U y - ~ O O O O y N C _ N C LO 0 •1.~ 3 C C = C:, 0 0) 0 N le W 43 = O Ti O m F- W O d d C a 0 0 10 :Z: C O O p C C p\ O Co M O O ' N G1 O co E ~ O 4b N F- F- C N a0 w.. co ry 0 am p N E E 0 U • O O W Z O z =3 -=3 cn w E t v~ d L a 3 # EL L: a • aS CL w m y c E c a A vt Omti 4 DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS ;(JVDUsrTRY, DIVISION LABOR AND`P PERCOLATION TESTS (115) MADISOP.O. BOX N WI 7969 HUMAN RELATIONS (ILHR 83.0911) & Chapter 145) LOCATION: SECTION: TOWNSHIP/MUNICIPALITY: OT NO.: BLK- NO.: SUBDIVISION NAME: NW 1/4 NW~/4 7 /T 28N/R 16E (or)W EAU GALLE 000NTY: MAILING ADDRESS: ST CROIX N & M TRANSFER CO. Neenah, WI USE DATES OBSERVATIONS MADE NO. BEDRMS.: 1COMMERCIAL DESCRIPTION: ROFILE DESCRIPTIONS: 1PERCOLATION ESTS: [~~Resi dence TRUCK GARAGE New ❑Replace 3/7/91. 3/9/91 RATING: S= Site suitable for system U= Site unsuitable for system ONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILL OLDING TANK: RECOMMENDED SYSTEM: (optional) ❑S [i]U ®S ❑U ❑S E ]U ®S ❑U ❑S X❑U MOUND .25 Gal./Ft/Day If Percolation Tests are NOT required DESIGN RATE: I if an any portion of the tested area is in the under s. ILHR 83.09(5)(b), i - - - - - - - ndicate: Floodplain, indicate Floodplain elevation: PROFILE DESCRIPTIONS BORING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN, ELEVATION OBSERVED EST. HEST TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) B-2 92.35 SEE ATTACHED SHEETS B-3 92.00 B-4 91.22 B-5 91.60 B-6 93.10 B-7 91.44 PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DR I WATER LEVEL-INCHES RATE MINUTES NUMBER INCHES' AFTERSWELLING INTERVAL-MIN. PERIOD I PERIOD2 P PER INCH P-1 20 2" 30 Min. 11/16 9/16 1/2 60 P- P-2 20 2" 30 Min. 11/16 1/2 7/16 69 P- P-3 20 2" 30 Min. 1/2 3/8 5/16 96 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. SYSTEM ELEVATION 93.00' r m, - o.... > _ _ _ F- . _ L _ r - _.q....-.._..... _ _ ~.._1 ' N 3 i 3 t 3 i 3 E ( 3 E E i v i y 3 1 t( t 4 i § - - L A- 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 : TESTS WERE COMPLETED ON: PAUL C.J. STEINER if / ADDRESS: CERTIFICATI N NUMBER: PHONE NUMBER(optional): RT. 5, 65 E. WOODRIDGE DRIVE, RIVER FALLS, WI 3074 (715)425-5544 CST SIGN RE- DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. iR-SBO.6395 (R. 10/83) - OVER - Z o c ~ ® p' o r a N lJl N A n I • -10 I ~ I Z I 11 ~ 0 ~ ~~w Q 1 ~ I I ` a I t o 4 v CA a - fi • ® 7yd y ~ b 0 C Z 0 r b_ ~p t C 3 W m ~ c 3 z r 70 N a n` 00 b to ..Q 1 O 3 ~ ~ D r y o ~ ~ 3 z 03 m 70 ao DEPAE OFINDUSTRY r _ INSPECTION REPORT FOR SAFETY & BUILDING DIVISION LABOR & HUMAN RELATIONS cV P.O. BOX"7989 flN-SITE SEWAGE SYSTEMS OFFICE OF DIVISION CODES & APPLICATION MADIS6N, WI 53707 ' State Plan I.D. Number: NW%, NWa ,Sec . II,Tg'8 - R1V (If assigned) ❑CONVt~NTIONAL El ALTERATIVE Town of Eau G'411 Holding.' nk ❑ In-Ground Pressure Mound TNJANW-OP PE HOLDER: 'ADDR S OF ERMIT HOLDER: INSPECTION DATE: 630 Muttart Rd.,Neenah, WI N $ M Transfer ~ 4~~-' BENCH MARK (Permanent reference point) DESCRIBE IF DIFFERENT FROM PLAN: REF. PT. LEV.: CST REEF.. APT. V.: Y K./.a .y( . Name of Plumber: MP/MPRSW No.: County: Sanitary Permit Number: Paul C.J. Steiner St. Cr -114 G COVE SEPTIC TANK/HOLDING TAN 10 &A if MANUFACTURER: CITY: TANK INLET V.: WARNING LABEL LOPROV ICKINDED: / PR~O,VID~E ' lira- , 3 O~ LL~'YE5 ❑ NO ❑ YES BEDDING: T a ~"iKMATL.: HIGH WATE NUMBER OF ROAD: PROPERTY WEL BUILDINCa~ VENT TO FRESH ~.7• C-10. ALARM: FEET FROM sQ LI?sue' AIR I ET ❑ YES NO ❑ YES ❑ NO NEAREST IRV DOSING CHAMBER e; ` . MANUFACTUR R: BED IQUID CAPACITY: PUMP MODEL: PUMP/glp}IgKMANUFACTURER: WARNING LABEL LOCKING COVER PROVIDED: PROVIDED: 15 ❑ YES NO I µ U ❑ NO NO GALLONS PER CYCLE: PUMP AND CONTROL OPERATIONAL: NUMBER OF PROPERTY WELL. BUILDING: VENT TO FRESH q FEET FROM LINE: AIR INLET: (DIFFERENCE BETWEEN Q 1/f J~ ES El NO NEAREST > PUMP ON AND OFF 6 ~~y LENGTH: DIAMETER: MATERIAL AND MARKING ) SOIL ABSORPTION SYSTEM. Check the soil moisture at the depth of plowing FORCE / _ l or excavation. (If soil can be rolled into a wire, construction shall cease until MAIN CN the soil is dry enough to continue.) CONVENTIONAL SYSTEM: WIDTH: LENGTH: NO. OF DISTR. PIPE SPACING: COVER INSIDE DIA.: # PITS: LIQUID BEDITRENCH TRENCHES: MATERIAL: PIT DEPTH: DIMENSIONS -PI GRAVEL EPTH DISTR. PIPE DISTR. PIPE DISTR. PIPE MA NO. DISTR. NUMBER OF PROPERT L:_ BUILDING: VENT TO FRESH BELOW PIPES: ABOVE COVER: ELEV. INLET: ELEV. END: / PIPES: FEET FROM LINE: - AIR INLET: NEAREST MOUND SYSTEM:' rZ, IaQ 3 S/ COc Mound site plowed perpendicular to Check the texture of the fill material for PROVIDE A DIAGRAM OF SYSTEM slope and furrows thrown unsl p mound systems to make certain that it ON REVERSE SIDE. SHOW YES ❑ NO meets the criteria for medium sand. ELEVATIONS MEASURED. SOIL COVER TEXTURE: PERMANENT MARKERS: OBSERV,ATIIOONWELLS; V-b)% ES E] NO LE is ❑ NO DEPTH OVER TRENCH/ ED DEPTH OVER TRENCH BED DEPTHS OF TOPSOIL: SODDED: SEEDED: MULCHED: CENTER: f EDGES: E:1 YES L~J O C~f~ El NO ❑ NO PRESSURIZED DISTRIBUTION SYSTEM: FILL DEPTH ABOVE COVER: WIDTH: LENGTH: NO. OF LATERAL SPACING: GRAVEL DEPTH ?R BED/TRENCH TRENCHES: N r/j DIMENSIONS MANI OLD PUMP O MAN OLD DISTR. PIPE MANIFOLD MATERIAL: DISTRPIPE DISTRIBUT ON IPE MATERIAL & MARKING: ELEV.: ELEV / DIA.: ELEV DIA.: I/ ELEVATION AND DISTRIBUTION H L SIZE/ HOLE SPACING: DRIL D CORRECTLY: COVER MAVERTICAL LIFT CORRESPONDS TO INFORMATION APPROVED PLANS J ES ❑ NO ❑ YES LINO 7 EP PERMANENT MARKERS: OBSERVATION WELLS: NUMBER OF PROPERTY WELL: U LDING: COMMENTS: / FEET FROM LINE: / '.f Ui-Y 55!'❑ NO LiXfES ❑ NO NEAREST S I S~ roc - b 7~p 1-`r'~-~1"~ . i . , / Retai in county file for audit. etch ystem /7 Reverse Side. - SIGNATU E: TITLE: it SBD-6710 (R. 06/88) a tu ~ ` f ~ ~•~au.~-~S~ e~~~ N a.~=~.~%~,Q-~or~e yr~:~-~ cum-. G~,.-, ate-, d~,~!~~,~r-i ~~~a.~~ and -c~~ ~ c~~~~i~v ~ . C~~ ~/a ~/9/~ i::DILHR SANITARY PERMIT APPLICATION couN In accord with ILHR 83.05, Wis. Adm. Code STATE SANITARY PERMIT # -Attach complete plans (to the county copy only) for the system, on paper not less than ❑ ` q 60 8% x 11 inches in size. Cnlck f revision to previous application -See reverse side for instructions for completing this application. STATE PLAN I.D. NUMBER 1. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION. S9140077 PROPERTY OWNER PROPERTY LOCATION N & M TRANSFER NW '/4 NW '/4, S 7 T 28, N, R 16 JE (or) W PROPERTY OWNER'S MAILING ADDRESS LOT # ~ ~ BLOCK # 630 MUTTART ROAD C5 //C4 'go 19f - 23-517 E CITY, STATE ZIP CODE PHONE NUMBER SUBDIVISION NAME OR CSM AAFK (I NEENAH WT 4;3 81;FY II. TYPE OF BUILDING: (Check one 2cG NEAREST ROAD -1 State Owned E 0 Public ❑ 1 or 2 Fam. Dwelling-# of bedrooms - PARCEL A NUM ER ) 0,R,-~ ~U I q -go --cK) III. BUILDING USE: (If building type is public, check all that apply) -(-J16 V 1 ❑ Apt/Condo 20 Assembly Hall 6 ❑ Medical Facility/Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/Repairs 11 ❑ Restaurant/Bar/Dining 4 ❑ Church/School 8 ❑ Mobile Home Park 12 ❑ Service Station/Car Wash 5 ❑ Hotel/Motel 9 ❑ Office/Factory 13 Other: Specify Lark r - IV. TYPE OF PERMIT: (Check only one in line A. Check line B if applicable) A) 1. ® New 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5.0 Repair of an System System Tank Only Existing System Existing System B) ❑ A Sanitary Permit was previously issued. Permit # - Date Issued V. TYPE OF SYSTEM: (Check only one) Non-Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 ® Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In-Ground 42 ❑ Pit Privy 13 ❑ Seepage Pit Pressure 43 ❑ Vault Privy 14 ❑ System-In-Fill VI. ABSORPTION SYSTEM INFORMATION: 1. GALLONS PER DAY 12' ABSORP. AREA 3. ABSORP. AREA 4. LOADING RATE 5. PERC. RATE 6. SYSTEM ELEV. 7. FINAL GRADE REQUIRED (sq. ft.) PROPOSED (sq. ft.) (Gals/day/sq. ft.) (Min./inch) ?3, ELEVATION n 176 Feet Feet VII. TANK CAPACITY Site . in allons Total # of Manufacturer's Name Prefab Con- Steel Fiber- Plastic Exper. INFORMATION New istin Gallons Tanks oncret structed glass App. Tanks Tanks Se tic Tank o f O Lift Pump Tank/ &0 8D e VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsits sewage system shown on the attached plans. Plumber's Name (Print): PI Signature: (No Stamps) MP,(lu{FRBVWfie.: Business Phone Number: PAUL C.J. STEINER MP 6780 1(715 425-5544 Plumber's Address (Street, City, State, Zip Code): RT. 5, 65 E WOODRIDGE DRIVE, RIVER FALLS, WI IX. COUNTY/DEPARTMENT USE ONLY Disapproved Sa itary Permit Fee (includes Groundwater a e Issued Issuing ent Sign lure (No Sta s Surcharge Fee) Approved F-1 owner Given Initia AAdverse Determination M X. CONDITIONS OF APPROVAL/REASONS F 6R DISAPPROVAL: 000, SBD-6398 (formerly Plb-67) (R. 11/88) DISTRIBUTION: Original to County, One Copy To: Safety & Buildings Division, Owner, Plumber INSTRUCTIONS 1. A 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 Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer/Renewal Form (SBD 6399) to be submitted to the county prior to installation. 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety & Buildings Division, 608-266-3815. To be complete and accurate this sanitary permit-application must include: 1. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. II. Type of building being served. Check only one and complete of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is Public, check all appropriate boxes that apply. IV. Type of permit. Check only one in line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check"zlppropriate box depending on system type. VI. Absorption system information. Provide all information requested in ##1-7. VII. Tank information. Fill in the capacity of every new and/or existing tank, list the total gallons, number of tanks and manufacturer's name. Indicate prefab or site constructed and tank material. Complete for all septic, pump/siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. 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. IX. County/Department Use Only. X. County/Department Use Only. Complete plans and specifications not smaller than 8% 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; pump or siphon tanks; 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; close 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 al15'4orm; and F) atl sizing information. Y GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater, ground- water contamination investigations and establishment of standards. ' SBD-6398 (R.11/88) MAR-15-1991 15:07 FROM C.R.MEYER 414-235-3419 TO 17226205 P.03 KULJL1 r r _ WifichT20K tOR SAXITRRT pTRK2T !TC-100 is to bt .0"Plettd In gull and signed by the erTetta) of by Y td. Any Insdagyactts will on y to$ ltot~ dolas This application lots i the ptoptcty being de p _ the pttAlt issuance. -Should thlt a second b: e es house). then a saeRitta4 tos*t his auset#vltW the awz+er/aenttaetot•t ~ gooplette when the ptopetty to sold and sub~+ apploptiats deed tecotdlago •..wwfwww-.w..www-f.-woe f-.f.w.f.-w. ffrw.w-w~.If.wfyf.ww , N ~ M TRANSFLR Co'~NC • . o+R+et OL ptope=tr 7 2 8wtt~~~ ~I1i tt+ttilon Location at p=oPertY NW Township -ATA'r- NEENAH, 4956 Address of site fsbal~lslen ra*o I G c r F c b•_h Lat „smbes - - e . Ptsvleus ovntt of ptopttty, d Ov ~ o X 800- 0 Mom Total also et Parcel Dots rate's% vat greeted C ° ^ALJto Ate all eetnata and lot lint. ia.ntl Itbiet w.........Yei Is this pcopettr being 4evelo0ed jot sous)- ;span htnee37r.,.,...Yas ~-=-r^~s Ysisse nd pals Humbet ~a4 as Socardea with. the.. Register e! Deadse INCLVDB VITH THIS APPLICATION Tilt rOLLOVIN01 end ditlen RO YOLVfSS itl?hilt Lltd WVNIU, • it A YAARAXTT DtgD vhlth includes a DOCVMZMT IC IT the t=AL of Tot nsotBtsR CIF Mos. In ad JOYS a• a Kthe ap,tethaYCiiti available, routs be htlVIVI8 0 t43 o to avoid do the dead aetctiption LeLttt tled sissvsY Key shall also be tegvited• -rffwrwwwfwr-fffwrr•fww-rrw-r-r-•rrr-r~rr-wrrrffw-www~rwlw~.wlf•w~.wwwrffwwwl.l- PROPUTY OWER CIRTIrICATICM ILYe) ctttt[r that si statements o)othehovnetts)aat t utheeptthe opetty,tdeaettbedoyIn ' 1~nowitdge1 that 2 IV#) e) am tots) this Intotimtton totm# by virtue of a Vottanty, des 3 rteeotd nathet0111cetyt the County Rigtsttt of Deeds as Document No. ptestntly own the ptoposed sits tot tha swage disposal srstes► tot = tv l hake ebtalned on eastment• to tun with the above deacttbtd 9teDett7f tot eeRSttvotten et esld system and the same has been duly, ttoetd?d in the Attics of t CPvnty,xe star et Dead*, as Document Not -ownst ~ si sl4natuss o! ce i onaturs of owner PP taa x 3- is y - HMO eta fRseuts as e o atgnaturs DOCUMENT NO. WARRANTY DEED THIS epACL RiSgRVLD FOR RLCORDINO DATA STATE BAR OF WISCONSIN FORM 2-"= 4f 8388 - - ~ REGISTER'S OFFICE ST. CROIX a)., WI Richard Heebink, an undivided 1/3 interest and Reed for Record . . . . 1)3 intere . st . Heebink . , an undivided Frederick ARR1 81991 Ot 3:40 P. nnM .........................................N..&....Transfer..Co......nc........................ conveys and warrants to . Regls<ter of Oeeds " NCTURN TO the following described real estate in St. Croix ,,,,,County, State of Wisconsin: Tax Parcel No: Lot 1 of CSM Dated: March 19, 1991 Recorded: April 17 1991 In Vol. 8 at Page 2347 as Document 4468338 in the Office of the Register of Deeds for 9t. Croix County formerly known as; See attached Exhibit A FEE is not homestead property. This (is) (is not) Exception to warranties: Dated this ..................'.'Z.&..................... day of 14Ar.C.h.............................................. 19....9].. (SEAL) (SEAL) R .ard Heebink .....................................................................(SEAL) SEAL) Frederick Heebink ' • AUTHENTICATION ACKNOWLEDGMENT Signature (a) STATE OF WISCONSIN as. t, oix Cr:....:E ................County. S L.A?!: day of authenticated this ........day of 19...... Personally came before me th 18..., •....the.above named baxii..J bi.nk..and..F„rg0rxj:~k..HasJbink.. I • - - - TITLE: MEMBER, STATE BAR OF WISCONSIN (If not . authorized by 1 706.06, Wis. State.) to me known to be the person who executed the foregoing instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY BAKKE, NORMAN, SCHUMACHER, SKINNER WALTER . BALDWIN:..WISCONS IN.............................. Notar Pudic U.l..1C......County, Wis. (Signatures may be authenticated or acknowledged. Both MY Commissi9n U Permanent. (If not, state expiration are not necessary.) date: W ' *Names of psmus signing in any capacity should be typed or printed blow their hiasaturm LIZ OOORNINK NOU Public-State e Part of the North 1/2 of the Northwest Fractional 1/4 of'Section 7, Township 28 North, Range 16 West, Town of Eau Gallo, St. Croix County, Wisconsin. 899 rA%R 135 Description: That certain parcel of land located in the North 1/2 of the Northwest Fractional 1/4 of Section 7, Township 28 North, Range 16 West, Town of Eau Salle, St. Croix County, Wisconsin, more fully described as follows; Commencing at the.Wast 1/4 corner of said Section 7, thence N 00031'12"E (assumed bearing on the West line of the North- west Fractional 1/4 of said Section 7) a distance of 1358.77' to the POINT OF BEGINNING, of the parcel to be herein described; thence continue N 00031'12"E 400.32' on said line; thence S 87012'02"E 865.681; thence S 00031'12"W 400.321; thence N 87012'02"W on the North R.O.W. of 47Th Avenue a distance of 865.68' to the POINT OF BEGINNING, containing 7.949 acres, being subject to easement over Westerly portions of said parcel for U.S.H. "6J' R.O.W. purposes as shown on this map and also being subject to easements of record. Dated: March 19, 1991 DOCUMENT NO. WARN GEED THIS s►Acs RsscIIV&D ►oX RccoaDINe DATA STATE BAR OF WISCONSIN FORM 2-19U t% 990 _9L I REGISTER'S OFFICE 5T. CROIX CO.; W I Jerry Heebink ; an undivided 1/6 interest Rest d for Record . APR181991 at 3:40 P. M conveys and warrants to ...N..&.IU,r,~n$fe;oS.q.s.1...Tar Register of Deeds .....................................................................................................N........... RLTYRN TO the following described real•estate in .....St:...Croy Couutyt State of Wisconsin: Tax Parcel No: o i Lot 1 of CSM Dated: March 19, 1991 Recorded: April 17 1991 In Vol. 8 at Page 2347 as Document # 468338 in the Office of the Register of Deeds for St. Croix County formerly known as; See attached Exhibit A a.oo This Afi..D.91...... homestead property. (is) (b not) Exception to warranties: Dated this ......................1 L.M.............. day of od-1.0C.C 19. c .....................................................................(SEAL) ..:L~.' ...............(SEAL) • errX....eebink ...................................w............... (SEAL) ....................................................................(SEAL) • AUTHENTICATION A08NOWLNDOMNNT Signature(s) ..NN»N»N«.N....N.N.».»».IN....... STATE OF WISCONSIN »..N......»......»....».N.......... County. , 19.»... caaas . authenticated this ........day of N. N » Pes to ~ y before me thb ......daY of .~7.d.~sll loa21... the above named . Jerry H.eebink _ TITLE: MEMBER STATE BAR OF WISCONSIN .........N.,.........».....» (If t~ N...................................................... author& by F5FW. Wis. Stats.) to me known to be the person who executed the foregoing instrument and acknowledge the same. THIS INSTRUMCNT WAS DRAFTLD BY BAKKE, NORMAN SCHUMACHER SKINNER &.WALTER BALDWINa.WISCONSIN.»N»N....»»«....»....N.. .....N No Public K~..... County. W. .(Sigriatnres may be authenticated or aeknowledgod. Both MY is permaasat. (Ii not, itite expiration are not necessary.) date: ~n ...N....» swamm of v.rwas s4mb+c In a W "pWt► aWd ue Upea or pdaW Wow eels 81MU r & Part.of the North 1/2 of the Northwest Fractional 1/4 of'Section 7, Township 28 North, ,Range T6 West, Town of Eau Galls, St. Croix County, Wisconsin. v► ~~9 FACE 139 Description: That certain parcel of land located in the North 1/2 of the Northwest Fractional 1/4 of Section 7, Township 28 North, Range 16 West, Town of Eau Sells, St. Croix County, Wisconsin, more fully described as follows; Commencing at the West 1/4 corner of said Section 7, thence N 00031'12"E (assumed bearing on the West line of the North- west Fractional 1/4 of said Section 7) a distance of 1358.77' to the POINT OF BEGINNING, of the parcel to be herein described; thence continue N 00031'12"E 400.32' on said line; thence S 8701210211E 865.681; thence S 00031'12"W 400.32'; thence N 87012'02"W on the North R.O.W. of 47Th Avenue a distance of 865.58' to the POINT OF BEGINNING, containing 7.949 acres, being subject to easement over Westerly portions of said parcel for U.S.M. 1163" R.O.W. purposes as shown on this map and also being subject to easements of record. Dated: March 19, 1991 1 DOCUMENT NO. WARRANTY GEED THIS e►ACL RsagRVSD FOR RLCORDINO DATA STATE BAR OF WISCONSIN FORM -198= vol. 899 ~aCE1. to 4.68389 REGISTER'S OFFICE ST. CROIX CO., WI James Heebink, an undivided 1/6 interest ReC'd for Record R 181991 at 3. 40 P. M V conveys and warrants to H.A.a.TJCc3A~Sxp . GA.s.....TAQ I Register of Deeds R[TURN TO ..............Cr......ix the following described real estate in t:...o .........................County, State of Wisconsin: Tax Parcel No: Lot 1 of CSM .Dated: March 19, 1991 Recorded: April 17 1991 In Vol. 8 at Page 2347 as Document # 468338 in the Office of the Register of Deeds for St. Croix County formerly known as; See attached Exhibit A MA M-M p is not This homestead property. (b) (is not) Exception to warranties: Dated this ........................1 LJ..l~k.l.......... day of .....................t:.1..4.............................., 1 . I ....................................................................(SEAL) .............(SEAL) James Heebink • ' .....................................................................(SEAL) ....................................................................(SEAL) • • AUT13ENTIOATION ACKNOWLEDOMENT Signature(s) STATE OF WISCONSIN as. ty. ua authenticated this ........day of 19.»... Peres y canoe before me this ..lC:.'.u.day Of 4:..»....».... 19.9/... the above named James Hee i - tl. TITLE: MEMBER STATE BAR OF WISCONSIN (If no authorized by 1706.06. Wis. Stats.) to me known to be the person who executed the foregoing instrument and acknowledge the same. THIS INSTRUMCNT WAS DRAFf[D BY% BAKKE : NORMAN, SCHUMACHER SKINNER & WALTER ..........00....k• / t /...1 . .................................................t............. BALDWIN : WISCONSIN No Publioa in Perman:l.t...r..... County, . (Sigiaturea may be authenticated or aeknowowle ledged. Both oth Myte= eat.(If no k expiration are not necessary.) date: .......1~1~1....»....» 19..~~.1....) ON&=" of yrwaS &4MIDt is car a pssttr shoWd be trpa or prlstod blow tbslr sbraatu:w. _ Part of the North 1/2 of the Northwest Fractional 1/4 of'Section 7, Township 28 North, Range 16 West, Town of Eau Gallo, St. Croix County, Wisconsin. VOL 899 PA"0E 137 da; Description: That certain parcel of land located in the North 1/2 of the Northwest Fractional 1/4 of Section 7, Township 28 North, Renge 16 West, Town of Eau Gallo, St. Croix County, Wisconsin, more fully described as follows; Commencing at the West 1/4 corner of said Section 7, thence N 00°31'12"E (assumed bearing on the West line of the North- west Fractional 1/4 of said Section 7) a distance of 1358.77' to the POINT OF BEGINNING, of the parcel to be herein described; thence continue N 00°31'12"E 400.32' on said line; thence S 87°12'02"E 865.681; thence S OO°31'12"W 400.321; thence N 87°12'02"W on the North R.O.W. of 47Th Avenue a distance of 86S.68' to the POINT OF BEGINNING, containing 7.949 acres, being subject to easement over Westerly portions of said parcel for U.S.H. 1163" R.O.W. purposes as shown on this map and also being subject to easements of record. Dated: March 19, 1991 MAR-15-1991 15:09 FROM C.R.MEYER 414-235-3419 TO 17226205 P.O? St, Croix County r ~ OWNER/BUYER x' TRAxSPIM D • Fisa Number,, ROUTS/BOX NU?',SER 6'30 M ,ir4- OQW b R ZIY 54356 CITY/STATE -NFFIA:?' R__1 6W' PROPERTY LOCATION : "W a'. Section~7_...T28 N. Town Of EAU GALLS St. Croix County. Subdivision , Lot n=bar- - Im roper use and maintenance of your septic system ircitetliaaoes It in its premature failure to handle castese there years an sooner, gists of pumping out the septic tank every Put into if needed, by a licensed 'se t'ic tank um er. What You p if system can a ect t e unetal os OF the "a$ptic tank as a treat- the in the waste disposal system. St. Croix County residents"ma 'be eligible to recisve a grant for a maximum of 60% of the cost-o replacement of Stfairing system, County wh c wss in operation. prior to with the requirement that accepted this. program in August to keep their system properly owners of all h~ 8 a s~ $ maintained. The property owner agrees to. submit to St. Croix County Zoning a certification fora., signed by the owner o and lby a ice mateppPumber. journeyman plumber, restricted plum fying that (1) the on-site wastewater disposal system is iifproper nec- operating condition and inspectionfullanofd and scum. essery), the septic.-.tank is prior to Certification formiill be sent approximately 30 days p three year-expiration. s and I/WE, the undersigned have dithe epoaalvsystemiin accordance gwitis to maintain the private the standards set forth, herein, as set y£othe xm must beicomeleted mant of Natural Resources. Certification and returned to the St. Croix County Zoning Offices within 30 days of the.three year expiration d g SIGNED DATE _7 1_ri9 St. Croix County Zoning Office 911 4th St. Hudson, WI 54016 386-4680 Sign, date and return to the above address. DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS INDUSTRY, DIVISION N LABOR AND PERCOLATION TESTS (115) MADISOP.O. BOX 7969 HUMAN RELATIONS N W1 3707 (ILHR 83.09(1) & Chapter 145) LOCATION: SECTION: TOWNSHIP/MUNICIPALITY: OT NO.:BLK. NO.: SUBDIVISION NAME: NW 1/4 NWY 7 /T 28N/R 16E (or)W EAU GALLE 000NTY: MAILING ADDRESS: ST CROIX N & M TRANSFER CO. Neenah, WI USE DATES OBSERVATIONS MADE NO. BEDRMS.: COMMERCIAL DESCRIPTION: PROFILE DESCRIPTIONS: PERCOLATION TES TRUCK GARAGE ®New ❑Replace 13/7/91 3/9/91 RATING: S= Site suitable for system U= Site unsuitable for system ONVENTIONAL: MfODUND: IN-GROUND-PRESSUREn3S STEM-IN-FILL OLDING TANK: RECOMMENDED SYSTEM:(optional) ❑ S EIU S 11U ❑ S XQ~ ❑U ❑ S XOU MOUND 25 Gal./Ft/Day If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the under s. ILHR 83.09(5)(b), indicate: - - - - - - - Floodplain, indicate Floodplain elevation: - - - - - - - - PROFILE DESCRIPTIONS BORING TOTAL P H T R UNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN. ELEVATION OBSERVED EST. HI HE TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) B-2 92.35 SEE ATTACHED SHEETS B-3 92.00 B.4 91.22 B. 5 91.60 B-6 93.10 B_ 7 91.44 PERCOLATION TESTS DEPTH , WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES NUMBER INCHES AFTERSWELLING INTERVAL-MIN. I D t PERIOD PER INCH P-1 20 2" 30 Min. 11/16 9/16 1/2 60 P- P-2 20 2" 30 Min. 11/16 1/2 7/16 69 P- P-3 20 2 30 Min. 1/2 3/8 5/16 96 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. SYSTEM ELEVATION 93.00' I 1 l I1 j i 1 t } 1 i' ~ 1 1 l~ ~ 1 1 i--I 1 I I N I 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 : TESTS WERE CO ETEDON: PAUL C.J. STEINER 3MP/~ 9r ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER (optional): RT. 5, 65 E. WOODRIDGE DRIVE, RIVER FALLS, WI 3074 1(-715)425-5544 STS C=ui`L.- . DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. DILHRSBD-6395 (R. 10/83) - OVER - ~v Qz OD 4l CO ~ Y a o 2 o; J V %lx O 04 CL w~ V) ? ®m Q CK: i lQ: Z 4 J CE) 0 0 Q ~ 1 W ~ W ~ H to CL y o. a ~c 1 ~ 1 0 ~ I cn l o ~ 1 14 I I Q • I LLv ~t h v~ ~ Qa ~ w w, a W 14W ro w J u Q. J D. Z LO i ST. CROIX COUNTY ~y WISCONSIN ZONING OFFICE ST. CROIX COUNTY COURTHOUSE 911 FOURTH STREET • HUDSON, WI 54016 (715) 386-4680 Mar. 14, 1991 Division of Safety and Building Bureau of Plumbing P.O. Box 7969 Madison, WI 53707 Dear Sir: An on site investigation of the N&M Trucking property, located at the SW 1/4 of the SW 1/4 of Section 1, T28N-R16W, Town of Eau Cae St. Croix which County, seasonable high ground water was noted. of 28 inches below This site should be suitable for a mound. Should you have any questions, please feel free to contact this office. Sincerely, James K. Thompso Assistant Zon* Administrator cj VOL 915PAGE 68 9 ~0.. Document No. reeordl This space re 473498 HOLDING TANK AGREEMENT yGG, C 7r Agreement Date FO (V This agreement is made between the `nO~y'~ County or local Governmental UpIt I Holding Tank(s) Owner(s) C. 1EyE7 4: VVQQ~~( W J I N& M Transfer Co.,Inc. C,ddi(iunicfii be/ow I JUN We acknowledge that application is being made for the installation of (a) holding tank(s) on the following property, (Provide legal land description:) S _Part of NW-A_ of the NW4, Sec._ _7_,_. T 28 N, R16W OFFICE $T. CRQiX CO., Town of Eau Galle In St. Croix WI Lot 1 , Recd for Record CSM Vol 8 Page 2347 Return To CIt S Pl 31991 11: A -M or that continued use of the existing premises requires that a holding, tank be installed on the property for the p iwlnment of sewage. Also, the property cannot now be served by a municipal sewer, or any other type of private sewage system as permitted under Ch. ILHR 83, Wis. Adm. Code, or Ch. 145, Slats. As an inducement to the County of St. Croix to issue a sanitary permit for the above described property, we agree to the following: 1. Owner agrees to conform to all applicable requirements of Ch. ILHR 83, Wis. Adm. Code relating to holding tanks. If the owner fails to have the holding tank properly serviced in response to orders issued by the municipality to prevent or abate a nuisance as described in as. 146.13 and 146.14, Slats. the municipality may enter upon the property and service the tank or cause to have the tank serviced and charge the owner by placing the charges on the tax bill as a special assessment for current services rendered. The charges will be assessed as prescribed by s. 66.60. Slats. 2. Owner agrees to pay all charges and costs incurred by the municipality=for inspection, pumping, hauling or otherwise servicing and maintaining the holding tank in such a manner as to prevent or abate any nuisance or health hazard caused by the holding tank: The municipality shall notify the owner of any costs which shall be paid by the owner within thirty (30) days from the date of notice. In the event the owner does not pay the costs within thirty (30) days, the owner specifically agrees that all of the costs and charges may be placed on the tax roll as a special assess- ment for the abatement of a nuisance, and the tax shall be collected as provided by law. 3. The owner, except as provided by s. 146.20 (30) (d), Slats., agrees to contract with a person who is licensed under Ch. NR 113, Wis. Adm. Code to have the holding tank serviced and to file a copy of the contract or the owner's registration with the municipality and with the county. The owner further agrees to file a copy of any changes to the service contract or a copy of a new service contract with the municipality and the county within ten (10) business days from the date of change to the service contract. 4. The owner agrees to contract with a person licensed under Ch. NR 113, Wis. Adm. Code who shall submit to the municipality and to the county a report in accord with s. ILHR 83.18 (4) (a) 2., Wis. Adm. Code for the servicing on a semiannual basis. In the case of registration under s. 146.20 (3) (d), Slats., the owner shall submit the report to the municipality and the county. 5. This agreement will remain in effect only until the local governmental unit responsible for the regulation of private sewage systems certifies that the property is served by either a municipal sewer or a soil absorption system that complies with Ch. ILHR 83, Wis. Adm. Code. In addition, this agreement may be cancelled by executing and recording said certification with reference to this agreement in such manner which will permit the existence of the certification to be determined by reference to the property. 6. This agreement shall be binding upon the owner, the heirs of the owner and assignees of the owner. The owner shall submit the agreement to the register of deeds and the agreement shall be recorded by the register of deeds in a manner which will permit the existence of the agreement to be determined by reference to the property where the holding tank is installed. Owner(s) Name(s) (Print) I Ow r(s) Si n . I l!,rVefss ` _ N&M Transfer Co.-,Inc. 'bed and sworn to before me on this date: 0 ARy- c•± Municipal Official Name (Print) I Municipal Official Signature a. j : • Notary Publ • J se~~~ t. A mssn expires: Municipal Official Title (Print) ( ~i~~,-/,4T~«~~.•~~0``~~Ji I r ~i - SBD-6 23 (R. 10/85) T is instrument was drafted by the Stale of Wisconsin Department of Industry, Labor and Human Relations, Bureau of Plumbing. a ~ MOUND SYSTEM FOR , N & M TRANSFER CO. NEENAH, WI INDEX I Page 1 of 7 ...........................Index Page 2 of 7 ............Calculations Page 3 of 7 ...........................Plot Plan Page 4 of 7 ...........................Lateral Layout Page 5 of 7 ...........................Cross Section Page 5 of 7 ...........................Plan View Page 6 of 7 ...........................Pump Chamber Page 7 of 7 ...........................Pump Curve Located in the NW 4 of the NW 4; Sec. 7 , T 28 N, R 16 W, Town of EAU GALLE , ST. CROIX Co., Wisconsin. Prepared by Paul C.J. Steiner Steiner Plumbing and Electric, Inc. Rt. 5, 65 E. Woodridge Drive River Falls, Wisconsin 54022 Master Plumber: #6780 Date: 9/ w, i CALCULATIONS STEP 1 (a) Absorption area: 83.15 (3) (c) 2 Catch Basin 100 Gal./Day/One Basin = 100 Gal./Day Employee's 20 Gal./Day/Employee X 1 Employee = 20 Gal./Day TOTAL 120 Gal./Day Over size for future use.................. X 3 360 Gal./Day Use 4' X 94' Bed 2 Laterals each 45' long STEP 1 (b) Basal area: 83.23 (2) (e) 2 Bed Length 94' X (Bed width 4' + downslope width 13.0') 1598' (required) 1500' STEP 2, Table 5: 1%z,! diameter laterals, diameter holes at 48" spacing between holes. STEP 3 Table 6: 12 holes/lateral, 15 gpm discharge rate per lateral. 15 gpm X 2 = 30 gpm total discharge. STEP 4 Design dose volume is 158 gal/dose at a rate of 3 times per day. Minimum dose volume must be at least 10 times distribution pipe volume. Table 10: 12 diam. pipe= .064 gal/ft X 100 = 6.4 X 10=64 ga STEP 5 Table 8: Dosing rate = 30 gpm STEP 6 Table 9: Friction loss in 2 diam. force main, 320 long; 30 gpm= 1.54 in 100 feet. ELEVATION DIFFERENCE 18.35 FRICTION LOSS --4.93 HEAD 2.50 25.78 TDH page 2 -of -7 i r Z Q C GE SYSTem o ONSITE SEW p DD`' o p o A I ~ ~ dt APPF*O N I • INDUSTRY. LAaQR AND NG`~ fE • ~ y I ~ ~p,~TMEN"f 10N OF F AND 8 -0 1 N r ~ ~ I I EN 1 4~R 1 ~ 3~ x I o SEE CO CE c 1 `VI , ~ I I 11 z0 , ~ ~ ( I ,1 D O 1 LA I I F~ 1 2 11 ~ , ~ T r „a. 1 ~A tdJ V O v.~p l;b o D ~ C Z 0 C F _G ~ Z n CD '*1 C/)t~E ~sr T'c,c,~ ~s n F To 70 1- l , ~ ~ 0 a y n ` to, fD -C ~ 7O 3~ w ~ v G1 a o z x o x ~ m ~o w i Page 4 of LATERAL LAYOUT Perforated Pipe Detail Perforate] End Vier PVC Pipe Holes located on bottom, End Cap are equally spaced. Variable-Y" Distance 4 PVC Force Plain From Pump Distribution Pipe Last Hole Should be next to end cap. GE SYSTEM P 4s pj4SiTE SE WA x 4 serfs :,~D Y Hole Diameter Inch OVED AP V Lateral 11 1k Inch(es) AND H RELATIONS Manifold -----'inches DEPARTMENT INDUSTRY. tpgGR GS SA Force Main 2 Inches Of B SEE ~DRi~E DENCE CROSS SECTION Page 5 Of Straw, Marsh Hay, Or 40 Synthetic Covering Distribution Pipe Medium Sand H G Topsoil 93.0' 3 E D 3 l; % Slope Bed Of- 2 %2 Force Main Plowed Aggregate From Pump Layer D 1 E~E=ti.2~ SYTEACross Sec'tton Of A Mound System Using S ~}SiTESEWACiE A Bed For The Absorption Area F ~rf'"' O L~ G 1 .0 , blA A 4 Ft. H 1.5 , PLA B 94 Ft. AP VFWD REIATM I 13 Ft. A10 OEQ~ME IN~IU RY , tAW J 8.9 Ft. K 11.4 Ft. L 1-16.8Ft. SEE Force Main W Ft. W/= 25.°r F$ L J' Observation Pipe A Is ej ~,Distrlbution Bed Of 20- 2'2. Pipe Aggregate Observation Pipe Permanent Markers Plan View Of Mound Using A Bed For The Absorption Area page o or i r PUMP CIIAMHER CROSS SECTION AND SPECIFICATIONS Vent Cap T Weather Proof Approved Locking Junction Box Manhole Cover 4" C.I.-- 12" Min Vent Pipe ; Final 4" Min Grade 18" Min • Conduit' 18" Min - 90 . I Approved Inlet ON Joints w/ ►2Q i C. I. Pipe 11tio Coru Extending Approved , 1,,: 3' Onto Joint w/ C)VED ~,p►~IONS I C.I. Pipe PP I I:~ Solid Gro Extending • A 3 Onto OEp~MEN ''W~ OF Solid Ground ' B SEE* On i C Pump Off Concrete Block D M SPECTFICATIONS TANS: PUMP , Manufacturer: WEEKS Manufacturer: MYERS Tank Material: CONCRETE Model Number: W H R 10 Tank Size: 100 Callona Switch' Type : ~T,QAT • Total Dynamic }lead: 25.78 F CAPACITIES Pump Discharge Rate: 30 Cf 'Total Daily Effluent: g60 Callor A • 21 " or 362 Gallons Number of Doses: 3 Per Dc B 2 " or 34 Callons Dose Volume:' 158 Callor m 8.82" or 158 Callons Notes: 1. See pump curve for D'- 12 " or 204 Callons additional performance Total Tank informntion. Capacity Required - 758 Callona 2. Pump and alarm are to be inatrilled on aeparata circuit ALARM as per IL .11R 16.19 WAC. Hnnufncturrr: LEVEL ALARM Nadel Number: D Swi tcli Type. FLOAT 1510/2 ~ OR, If 7 Features a~ Pump Impeller is recessed'Tornado' Motors (single and three phase) Thrust Washers and Sleeve Bear- Volute Case is heavy cast iron, epoxy type -operates completely out of are oil filled for good insulation and Ings are oil,lubricated for smooth coated with support legs. Choice of volute passage giving full opening for lubrication of bearings and seal. No operation, long pump life. 2" (50.8 mm) or 3" (76.2 mm) dis- flow ofliquids and up to.2" (50.8 mm) starting switch or relay mechanism. Rotary Shaft Seal has carbon and charge flange. dia. solids. Overload protection is built in - three ceramic faces for positive seal. Body Separate Capacitor Housing phase overload in control box. • is stationary, prevents string.ortrash (single phase allows capacitor to be 1~ from winding on seal. Metal parts are replaced without dismantling motor. 303 stainless steel. Dimensions L -f f 1 . ( 1., 1 2 Performance Curve k'Hq~o 7 k ~ j hp ~ ~ w Accessories ® o Performance Capabilities 0 _ Ca acities to 115 GPM 662 LPM Heads to 33 feet 10.1 M Pump Down Range Variable with Level Switch Solid Handling Capability 2 inch dia. solids 50.8 mm dia. solids Liquids Handled Waste water Intermittent Liquid Temp. 140°F 46.4°C Motor 1/z, A, 1 HP Electrical 115, 230 V 1(~; 200, 230, 460, 515 V 34 Discharge 2 or 3 inch 50.8 or 16:2 mm ~ y G MYM F.E. Myers Co.. Division of McNeil Corporation Ashland, OH 44805 (419) 289-1144 Telex 99-7443 :OIL DESCRIPTION FORK (Attach Soil Profile Location Map On a_Soaarata Sheet) CLIENT: N & M TRANSFER LINEM LOADING RATE:_ PURPOSE: PRIVATE SEWAGE SYSTEM FOR TRUCK GARAGE SLOPE: 4% DESCRIPTION BY• PAUL C.J. STEINER ASPECT: N NW DATE: 3/14/91 CURRENT LAND USE: FARM FIELD COUNTY/STATE: ST CROIX, WISCONSIN VEGETATIVE COVER: LOT DESCRIPTION: NW NW SEC. .7 T 28 R 16 W DRAINAGE CLASS: jiff i LOCATION: NEAR 47th AVE. GALLONS PER SQ. FT. PER DAY t PARENT MATERIAL(sl/DEPTH: _ SOIL SERIES: . 1g r #1 HORIZON DEPTH MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS P11 BOUNDARY REMARKS i moist c S:. Sh COATINGS 0-8 10 YR*3/2 NONE sil 2 f sbk mfr 1 •8-20• 10 YR 4/3 NONE sil 2 f sbk mfi 20-32 10 YR 5/6 f 1 f cl 1 f sbk mvfi t 32-65 10 YR 5/4 c2d is 1 f sbk mvfi OTHER SITE FEATURES/NOTES: HORIZON DEPTH MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAVSKINS/ PORES ROOTS Pil BOUNDARY REMARKS in. moist Gr. Ss. Shp. COATINGS 0-10 10 YR*3/4 NONE SIL 2 f sbk mfr 10-Z4 10 YR 4/4 NONE' SIL 2 f sbk mfr 24-29 10 YR 5/6 NONE 1 2 f sbk mfi 29-33 10 YR 5/4 c2d cl 1 f sbk mvfi t 33-60 10 YR 6/6 c2d is 0 - m mfr l f OTHER SITE FEATURES/NOTES: Borin Number 3 SQTL HORIZON DEPTH MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS PN BOUNDARY REMARXS in. moist cr. Ss. Slip COATINGS 0=9 10 YR%3/:~ NONE sil 2 f sbk mfr 9-22 10 YR 4/3 flf sil 2 f sbk mfr 22-28 10 YR 5/6 c2d 1 1 f sbk mfi 28-34 10 YR 6/4 c2d cl 1 f sbk mvfi 34-60 10 YR 5/6 m3 cl 0 - m mvfi OTTER SITE FEATURES/NOTES: G i5~1~9~ LIMITING FACIORS/DEPT11: Signature Date CST 0 Iiorin Number 44 EICATION! HORIZON DEPTH MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS PH BOUNDARY REMARKS in. moist Gr. Ss. Sh . COATINGS 0-11 10,YR 3/2 NONE sil 2 f sbk mf.r. f 11-16 10 YR 4/3 NONE sil 2 f sbk mfi 16-24 10 YR 6/4 cld cl 1' f sbk mfi I 24-36 10 YR 6/6 c2d is 0 - - mfr WATER OBSERVED AT 82" 9 # 5 M HORIZON DEPTH MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSI71E)NUEE LAYSKINS / PORES ROOTS PU WJNQA l REMARKS in molt C Ss. Sh T NGS 0-12 10 YR 2 2 NONE s 11 1 2 f sbk m12-24 10 YR 4/3 NONE sit 2 f sbk mfi 24-32 '10 YR 6/4 NONE sil 1 f sbk mfr 32-38 '10 YR 6/6 f2d cl 1 f sbk mfr r. 38-60 10'YR 5/6 c2d cl 1 f sbk mfr i MOTT. AT 32" , OVER SITE FEATURES/NOTES: HORIZON WIN MATRIX COLORS MOIILES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS Pil BOUNDARY REMUS in (moist) Gr Ss. Slip COATINGS 0-9 10 YR- 3/2 NONE sil 2 f sbk mfr ' 9-24• 10 YR 4/4 NONE sil 2 f sbk mfi 24-28 ~10- YR 5/6 NONE 1 1 f mfi 28-32 10 YR 5/3 fld cl 1 mvfi , • 32-38 10 YR 6/8 c2d is 1 mvfi , 3.8-53 10 YR 5/6 c2p cl 1 mvfi ~•s Mott. at 32" 011ER SITE FEATURES/ROOIES: Borin Number HORIZON DEPTH MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS PTI BOUNQMY REtwS in i t Gr Ss. Slip. COATINGS 0-10 10 YR 3/2 NONE gil 2 f sbk mfr ,10-23 10 YR 4/3 NONE sit 2 f sbk mfi 23-29 10 YR -9/6 NONE 1 1 f- mfi 29-33 10 YR 5/3 fld cl 1 f mvfi 33-40 10 YR 6/6 cld is 1 f mvfi 40-65 10 YR 5/4 c2d cl 1 f mvfi f . 011EA SITE FEATURES/NOTES: • SOIL DESCRIPTION FORM (Attach Soil Profile Location map on a-Soparato Sheet) C~,lENT• N & M TRANSFER LINEAR LOADING RATE: PURPOSE: PRIVATE SEWAGE SYSTEM FOR TRUCK GARAGE SLOPE. 4% DESCRIPTION By.. PAUL C . J . STEINER ASPECT: N NW DATE: 3/14/91 CURRENT LANO USE: FARM FIELD COUNTY/STATE: ST CROIX, WISCONSIN VEGETATIVE COVER: LOT DESCRIPTION: NW NW SEC. .7 T 28 R 16 W DRAINAGE CLASS: LOCATION: NEAR 47th AVE. GALLONS PER Sp.. FT. PER DAYs ' PARENT MATERIAL(s)/DEPTH: SOIL- SERIESs X15 # 1 HORIZON DEPTH MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS PII BOUNDARY REMARKS in. moi t G Ss. Slip. COATINGS r t0-8 10 YR`3/2 NONE sit 2 f sbk mfr j' 10 YR 4/3 NONE sit 2 f sbk mfi i. 20-32 ~10 YR 5/6 flf cl 1 f sbk mvfi ~I! 32-65 10 YR 5/4 c2d is 1 f sbk mvfi 0111ER SITE FEATURES/NOTES: HORIZON DEPTH WITRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS P11 BOUNDARY REWWKS ' in. moist Gr. Sz. Shp. COATINGS 0-10 10 YR 3/4 NONE SIL 2 f sbk mfr ' .10-Z4 10 YR 4/4 NONE' SIL 2 f sbk mfr 24-29 ~10 YR 5/6 NONE 1 2 f sbk mfi 29-33 10 YR 5/4 c2d cl 1 f sbk mvfi 33-60 10' YR 6/6 c2d is 0 r M* mfr i s. 011ER SITE FEATURES/NOTES: Borin Number - 3 . HORIZON DEPTH MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS P11 BOUNDARY REWARicS in. moist Gr. Ss. Shp. COATINGS ~ i 0=9 10 YR'3/2 NONE sit 2 f sbk mfr } 9-22 10 YR 4/3 flf sil 2 f sbk mfr 22-28 ~10 YR 5/6 c2d 1 1 f sbk mfi 28-34 10 YR 6/4 c2d cl 1 f sbk mvfi 34-60 10 YR 5/6 m3 cl 0 - m mvfi 0111ER SITE FEATURES/NOTES: 5111ING FACIORS/DEPIII: Signature 0 CST N { Boring Number _ HORIZON DEPTH MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS P11 BOUNDARY REtWIKS ' in. moist Cr. Sz. Slip. COATINGS 0-11 10.YR 3/2 NONE sil 2 f sbk mf.r, 11-16 10 YR 4/3 NONE sil 2 f sbk mfi 16-24 10 YR 6/4 cid cl 1' f sbk mfi 24-36 10 YR 6/6 c2d is 0 - - mfr WATER OBSERVED AT 82" I #5 umber , Ong HORIZON OEPIH MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS RI BOUNWMY REN&S f In (moist) C Sz. Slip. COATINGS 'i 0-12 10 YR' 2/2,_ 2 f sbk mfi •12-24 10 YR 4/3 NONE sil 2 f sbk mfi 24-32 X10 YR 6/4 NONE sil 1 f sbk mfr • 32-38 '10 YR 6/6 f2d * cl 1 f sbk mfr 38-60 10'YR 5/6 c2d cl 1 f sbk mfr . %r MOTT: AT 32" 0111ER $IZE FEATURES/NOTES: HOgum OEPIH MATRIX COLORS MILES 1EXTURE STRUCIURE CONSISTENCE CLAYSKINS/ POKES ROOTS P11 BOUNOAIY R&VARICs 1n mo t 6r S:. Slips COAT NCS . 0-9 10 YRI 3/2 NONE sil 2 f sbk mfr •9-24• 10 YR 4/4 NONE sil 2 f sbk mfi 24-28 ~10- YR 5/6 NONE 1 1 f mfi 28-32 10 YR 5/3 fld cl 1 mvfi 32-38 10 YR 6/8 c2d is 1 mvfi ' ~8-53 10 YR 5/6 c2p cl 1 mvfi i t ' Mott. at 32" _011ER $11E FEATURES/1#1071ES: Boring Number . HORIZON DEPTH MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS P11 BOU gmy RErv►RrcS In. moi t Cr S:. Slip. COATINGS 0-10 10'YR 3/2 NONE sit 2 f sbk mfr •10-2'3 10 YR 4/3 NONE sit 2 f sbk mfi 23-29 10 YR 5/6 NONE 1 1 f- mfi 29-33 10 YR 5/3 fld cl 1 f mvfi 33-40 10 YR 6/6 cld is 1 f mvfi { 40-65 10 YR 5/4 c2d cl 1 f mvfi 011*R SHE FEATURES/NOTES: