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008-1085-60-000
Parcel 008-1085-60-000 01/11/2007 11:23 AM PAGE 1 OF 1 Alt. Parcel 30.28.16.453A 008 - TOWN OF EAU GALLE Current , X I 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 O - BENTLEY, CHARLES W CHARLES W BENTLEY 183 HWY 63 BALDWIN WI 54002 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description " 183 HWY 63 SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 30.725 Plat: N/A-NOT AVAILABLE SEC 30 T28N R16W 30.725A NW NW LOT 2 & 3 Block/Condo Bldg: OF CSM 5/1212 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 30-28N-16W Notes: Parcel History: Date Doc # Vol/Page Type 04/12/2005 792008 2782/121 EZ-U 07/23/1997 807/283 07/23/1997 654/110 2006 SUMMARY Bill M Fair Market Value: Assessed with: 171414 Use Value Assessment Valuations: Last Changed: 08/04/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.000 22,500 187,500 210,000 NO AGRICULTURAL G4 11.000 1,400 0 1,400 NO UNDEVELOPED G5 1.500 100 0 100 NO AGRICULTURAL FOREST G5M 16.220 10,800 0 10,800 NO Totals for 2006: General Property 30.720 34,800 187,500 222,300 Woodland 0.000 0 0 Totals for 2005: General Property 30.720 34,800 187,500 222,300 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 04/17/2001 Batch 513 Specials: User Special Code Category Amount 010-GARBAGE SPECIAL ASSESSMENT 192.00 Special Assessments Special Charges Delinquent Charges Total 192.00 0.00 0.00 ~ ti p °En I H ts c I r 4 o ~ I o N ° I ~ N I U I N C co O I ~ o I 0 I t I Mn I oyi c I Z° t E I Li c N o c 3 ,o I I ID I cn I C c0 Z M O Z I M z a co _c I oz I w o I v z N co 4) I 3 0 z z O w I N z N d N I N E y I IL) C W a l a~ co 4) d o ° o {yO. O a .n li ' ° U) U) U) E CD Z N> is S a _ N x Z U a o I •N ~aa n CL ` 7 O N v y N J U m T OOi co to (D (O = E N I aS) I p) 0 m a) rn O ~n d Q Y' 0 Cl) Li O Ill) N w O Q t N C to O c°o ~ t U c a c a ° l ~r LC N U N € E t6 N (D CY) 0) v Q ~ (O C p C 7 N ° N o c 0) ~ O O N N O m O E t6 U O M W co o Z N Z:9 ~i fn ~ I ~ `m € a EL ` CL rr`I~~i E c c ~1 A L ovi0o 0 .a~ FORM - STC - 104 AS BUILT SANITARY SYSTEM REPORT OWNER_(2~d-r/es 0-,2 A, SECTION-96 T O;TN-R'W ADDRESS_ I f2 Z`T10 GZJ SIA ST. CROIX COUNTY, WISCONSIN &-a M U 90. '-2- SUBDIVISION LOT LOT SIZE PLAN VIEW SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM I x 6 YaA y n qp'a . x '750 P~ r 000 ~InPs p0 -pole /iej 49an01 s~a~iilV O~ 1 r~~ w we~~ INDICATE NORTH ARROW BENCHMARK: Elevation and description: Mj e', Alternate benchmark /6/7 e. SEPTIC TANK:Manufacturer: I i~a~ Liquid Cap. ✓ V Rings used:-f'-Manhole cover elev: - Final grade elev: Tank inlet elev.: Tank outlet elev.: X f Rea#& Ft. No. of feet from nearest road: Front ¢Sidel - From nearest prop. line: Front Side , RearLtl&t. No. of feet from: Well Building: (Include this information in the above plot plan) (2 reference dimensions to septic tank) SEE REVERSE SIDE PUMP CHAMBER Manufacturer: 1411'-al Je.S~EM/I ProCaS/- Liquid Capacity: ~yt- /a7 Pump Model• 1 Pump/Siphon Manufact.: Pump Size A)o Elevation of inlet: Bottom of tank elevation Pump on elev.: Pump off elev.: Gallons/cycle: / !J Alarm: Man.:~~ Switch Type: ( Location 9& Distance from nearest prop. line: Front SideRear -Ft. i Distance from: Well 7-- Building SOIL ABSORPTION SYSTEM Bed: Q~(l Trench: Seepage Pit: Width: Length' Number of Lines: Area Built Exist. Grade Elev. ?✓,o Proposed Final Grade Elev. Fill depth to top-of pipe: ~,,,c No. feet from nearest prop. line : Front/a~ f S ideo 7`Rear,& Ft ~Uy No. feet from well: No. feet from building lQ~ t HOLDING TANK d/014/. Manufacturer: Capacity: No. of rings used: Elevation of bottom tank: Elevation of inlet: No. feet from nearest prop. line:Front , Side , Rear Ft. No. feet from: Well , building , nearest road Alarm Manufacturer: INSPECTOR: h1 DATE : PLUMBER ON JOB : eIj LICENSE NUMBER:S 6/90:cj A- q j oba Oo Wiscon,4inDepartment of Industry, PRIVATE SEWAGE SYSTEM County: Lakor and Yuman Relations INSPECTION REPORT St. Croix Safety and Buildings Division (ATTACH TO PERMIT) Sanitary Permit No.: GENERAL INFORMATIONNE%,NW',,Sec. 30,T28-R16, Hw 63 149091 Permit Holder's Name: ❑ City ❑ Village Z Town of: State Plan ID No.: Chuck Bentley Eau Galle S91-40397 CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.: oo c 161 / ~ 008-1085-60 TANK INFORMATION KEVATION DATA ~;X _ TYPE MANUFACTURER CAPACITY STATION BS HI F ELEV. Septic Benchmark r Dosing Aer Bldg. Sewer Holding St/ Inlet et TANK SETBACK INFORMATION St/Outlet 5 ' TANKTO P/L WELL BLDG. Aiirlntake ROAD Dt Inlet Dt Bottom Septic N~A Dosing 1> 02/ N 6F/ Man. ' r Aera NA Dist. Pipe 11 "~32~ RS.ZU~ ,YlJ Holding Bot. System' PUMP /JUMON INFORMATION Final Grade ' A,re. R, gad r Manufacturer.-~ Demand R. ?z0 420 M 5'~' 7y!~ f Model Number 55 9.3, -/Q 2~_ P TDH Lift I Friction 3.(.b System? TDH )23V t oss Forcemain Length W/ Dia. Head ,I Dist. To Well 7_1 I SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT No. Of Pits•,. Inside Dia. Liquid Depth DIMENSIONS DIME SETBACK SYSTEM TO P / L BLDG WELL LAKE / STREAM LEACHING Manu act r: INFORMATION Type O Model Number: System: X16_0 ,4 CHAMBER OR UNIT DISTRIBUTION SYSTEM tioaeler/ Manifold y Distribution Pipe(s) / x Hole Siz x Hole Spacing Vent To Air Intake Length Dia. Length 3Z~ Dia. Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over ! Depth Over u xx Depth Of 4 xx Seeded/ Setl~le~--- xx Mulched ge4/Trench Center ( BodJTrench Edges 12_"17 '"Topsoil ~p ~.Ytf ❑ No es ❑ No , COMMENTS: (Include code discrepancies, persons present, etc.) c✓. _ 95, ~Q,~ r ~1' pf ~ c i Cl~ c X22 -~J (5xk 46 l f t./►1 . C) Plan revision required? ❑ Yes P-1 o Use other side for additional information. SBD-6710 (R 05/91) Date Inspector's Signature Cert. No. L~.HR SANITARY PERMIT APPLICATION D pv In accord with ILHR 83.05, Wis. Adm. Code STATE SANITARY PERMIT Q -Attach complete plans (to the county copy only) for the system, on paper not less than ~0 Q 8% x 11 inches in size. El c ec`kff revision to previous application -See reverse side for instructions for completing this application. STATF-PI-ANLIP. NUMBER 1. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION. PROPERTY OWNER PROPERTY LOCATION 5%1&1 %a,S SO Tc21,N,R A6 E(or) hoc /Yf PROPERTY OWNER'S ACIDAESS ESS LOT # BLOCK # Qr CITY, STATE ZIP CODE PHONE NUMB E SUBDIVISION NAME OR CSM NUMBER _0 P II. TYPE OF BUILDING: (Check one) CITY NEARS T ROAD State Owned Q ❑ VILLAGE QU e-6l ❑ Public 01 or 2 Fam. Dwelling- # of bedrooms PA EL TAX NUMBER(S) A ci',S3 Ill. BUILDING USE: (If building type is public, check all that apply) 1 ❑ Apt/Condo (J 2 ❑ Assembly Hall 6 ❑ Medical Facility/Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/Repairs 11 ❑ Restaurant/Bar/Dining 40 Church/School 80 Mobile Home Park 12 ❑ Service Station/Car Wash 50 Hotel/Motel 9 ❑ Office/Factory 13 ❑ Other: Specify IV. TYPE OF PERMIT: (Check only one in line A. Check line B if applicable) A) 1.0 New 2. X Replacement 3. ❑ Replacement of 4.E] 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 219 Mound 300 Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In-Ground 420 Pit Privy 13 ❑ Seepage Pit Pressure 43 ❑ Vault Privy 14 ❑ System-In-Fill VI. ABSORPTION SYSTEM INFORMATION: 1. GALLONS PER DAY 2. ABSORP. AREA 3. ASSORP AREA 4. LOADING RATE 5. PERC. RATE 6. SYSTEM ELEV. 7. FINAL GRADE REQUIRED (sq. ft.) PROP/ONE6 (sq. ft.) (gals day/sq. ft.) (Mii-nom./iinnch) rJ NJ VA N -0 7r ~ ~7 9/. d Feet Feet 4, VII. TANK CAPACITY Site INFORMATION in gallons Total # of Manufacturer's Prefab. Fiber- Exper. New lExisting Gallons Tanks Name Concrete Con- Steel glass Plastic App Tanks Tanks structed Septic Tank or nk / A Lift Pump Tank/ r / VIII. RESPONSIBILITY STATEMENT 1, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name (Print): Plumb 's ignaturs: (No Pla m 101MPRSW No.: Business Phone Number: Plu er's Address (Street, Ci , State, Zip Code): r IX. COUNTY/DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes roundwater Date Issued Issuin Agent Signat e ( tamps) Surcharge Fee) pproved ❑ Owner Given Initial Adverse Determination X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL: SBD-6398 (formerly Plb-67) (R. 11/88) DISTRIBUTION: Original to County, One Copy To: Safety & Buildings Division, Owner, Plumber APPLICATION FOR SANITARY PSRNIT 9TC-100 This application form Is to be conplntod In full and signed by the ovnet(s) of the property being developed, luny Inadoquacles will only result In delays of thI ptrrrlt Issuance, -Should this development be Intended for resale by ovner/contractor,(spec house), thon a second Lorm should be ratalned and coxpleted when the property Is sold and submitted to t h I a a f I I c a v I t h the ■ppropclate deed recordlnq. ---------------------~--rr----ff-,,--------------------------------------------------- Omar of property _ ~Y1Ji:d~ ieo✓ Location of property 1/4 1/4, section 3(~ r M•R-V TavnshIp _ Z'aw l%GL& KallInq addtes• />!S Address of site `7 0".'_JJ ~AL6wws Ii. y04~ lubd lvle lon me" //,!t • Lot number /I•/7' Previous owner of property ' Total slsa of parcel e Date parcel was created Are all corners and lot liner Identlflable? ,~Ye■ Ho Is this pro patty being developed for resale (spar houaa)?,__Yes X No volu?" _and page Humber as recorded vlth the Register of Deeds. ('Q~"`7,/jS INCLUDE WITH THIS APPLICATION Thai FOLLOUIM A V AR"TT 1)91 vhlch Includes a DOCUHIHT 11UHnIR, VOLUXZ AYD PAQZ NUMIIA, and the 81KL, or TIM, R9018THR OF DERDB. In addition, a certifled survey, it available, would be helpful so as to avoid delays of the tevleving process. If the deed descrlptlon referencaa to a cettltled survey Hap, the Cattlfled survey Hap shall also be required, . PROPERTY OWNER CERTIFICATION - ! live) eertlfy that all statements on this form are true to the best of ■y (Dug) anovledgt1 that I (va) am (are) the owner(a) of the property deacrlbcd In this Info Lmatlon form, by virtue of a warranty dead recorded In the office of the County Rig Iater of Deeds as Documaht Ho, Presently own the proposed alto for rho sewage disposal .systenl(ordIt(ve)f have obtained an easement, to run with the above described property, for the construction of sold system, and the rams has been duly recorded in the office of t e Covnty At _ ter of D ds, as Document no. signature of Ovnec bIgnatute of Co-Owner (it Applicable) L/ ,'o-'qI Date of elgnatute Date of Signature Stock No 13011 "`M""'`°'"'"" DOCUMENT NO. STATE BAR OF WISCONSIN - FORM 11 7 LAND CONTRACT-Individual and Corporato S r THIS SPACE RESERVED FOR RECORDING DATA 3~v`a~S:3~ VOL 6;54 PASE ~.t I I CONTRACT, by and between Rrent A. Ye l nd nd Patrice M. r~ <.0 u'~' _Dchnalek a/s/a Patrice Donalek. husband and wife, as co, W& mint to Ants, ("Vendor", r'ctcord this-11sh. whether one or more) and Charles M. Bentley and Judy i. Bentley, Oct A.D. 192.' husband and wife, as joint tenants, O v ("Purchaser", whether one or more). _ 8: 30 A i x~ Vendor sells and agrees to convey to Purchaser, upon the prompt and full perfor- mance of this contract by Purchaser, the following property, together with the Rapbtar of ~i rents, profits, fixtures and other appurtenant interests (all called the "Property"), in St. Croix County, State of Wisconsin: RETURN TO Lot 2 of Certified Survey Map recorded with Office of Register of Deeds, St. Croix County, Wisconsin, in Volume 5, page 1212, on 9-21-82, number 379824. Tax Key No. This in not homestead property. (is) (is not) Purchaser agrees to purchase the Property, and to pay to Vendor at maces designated the slim of $ 13.000• in the following manner: $ 3.000* at the execution of this Contract, and the balance of $ 10, 000. together with interest from date hereof on such portions as remain from time to time unpaid, at the rate of eleven (11%) per cent per annum, until paid in full, as follows: monthly payments of principal and interest of $217.43 commencing with the date of November 19 1982, and the first day of each month thereafter with the entire balance due on the contract payable on October 1, 1987• The Vendor's interest in the property is subject to a first mortgage to the Durand Federal Savings and Loan. Payments shall be applied first to interest on the unpaid balance at the rate specified and then to principal. Any amount may be prepaid without premium or fee upon principal at any time after January 1 , 19 1 OAMAMMA444W 4-14111" In the event of any prepayment, this contract shall not be treated as in default with respect to payment so long as the unpaid ` balance of principal, and interest (and in such case accruing interest from month to month shall be treated as unpaid principal) is I~ 1- 616- try.." t *11-f -A ...,t.i.a..t.-,.da -11A L_- L..--.. L.-A ♦L_ -6M., .............ee --.i., se ..yes ........:t:...i ..L...... VOL 654 PACE 111 V since date of 1-1-82 Purchaser promises to pay when due all taxes and assessments levied on the Propero/or upon Vendor's interest in it and to` ' e deliver to Vendor on demand receipts showing such payment. Purchaser shall keep the improvements on the Property insured against loss or damage occasioned by fire, extended coverage perils and such other hazards as Vendor may require, without co-insurance, through insurers approved by Vendor, L I Lin the sum of s NONE , but Vendor shall not require coverage in an amount more than the balance - G N owed under this Contract. Purchaser shall pay the insurance premiums when due. The policies shall contain the standard clause ` in favor of the Vendor's interest and, unless Vendor otherwise agrees in writing, the original of all policies covering the Proper- ty shall be deposited with Vendor. Purchaser shall promptly give notice of loss to insurance companies and Vendor. Unless Pur- chaser and Vendor otherwise agree in writing, insurance proceeds shall be applied to restoration or repair of the Property 4 damaged, provided the Vendor deems the restoration or repair to be economically feasible. j Purchaser covenants not to commit waste nor allow waste to be committed on the Property, to keep the Property in good tenantable condition and repair, to keep the Property free from liens superior to the lien of this Contract, and to comply with all laws, ordinances and regulations affecting the Property. i Vendor agrees that in case the purchase price with interest and other moneys shall be fully paid and all conditions shall be ful- ly performed at the times and in the manner above specified, Vendor will on demand, execute and deliver. to the Purchaser, a Warranty Deed, in fee simple, of the Property, free and clear of all liens and encumbrances, except any liens or encumbrances created by the act or default of Purchaser,and except: i J, Purchaser agrees that time is of the essence and in case of default in the payment of any principal or interest when due, or in the performance of any of the conditions, covenants, or promises of Purchaser, and such default shall continue for a period of 30 days, then Vendor may, at Vendor's option, declare the contract at an end, all rights of the Purchaser under this agree- ment cancelled, and the amounts paid by Purchaser hereunder forfeited, the same to remain Vendor's property as rental of said premises and as liquidated damages for the failure completely to fulfill this agreement; and Vendor shall forthwith and without notice have the right of re-entry; or, at the option of Vendor and without notice to Purchaser, notice being hereby expressly waived, the whole amount of unpaid principal shall be deemed to have become due and payable; in case such option shall be exer- cised, the unpaid principal and interest together with all sums which may be or have been paid by Vendor as herein authorized with interest on such disbursements at the rate aforesaid shall be collectable in a suit at law, or by foreclosure of this contract in the same manner as if the whole of unpaid principal had been due at the time when any such default occured, and the in- debtedness shall embrace, with unpaid principal and interest, all the sums so disbursed with interest as aforesaid. In case of legal proceedings to enforce any remedy hereunder, whether abated or not, all expenses, including reasonable attorney's fees, shall be added to the principal, become due as incurred, and in case of judgment shall be included therein. Upon the commencement or during the pendency of any action of foreclosure of this Contract, Purchaser consents to the ap- pointment of a receiver of the Property, including homestead interest, to collect the rents, issues, and profits of the Property, during the pendency of such action, and such rents, issues, and profits when so collected shall be held and applied as the court shall direct. All terms of this Contract shall be binding upon and insure to the benefits of the heirs, legal representatives, successors and assigns of Vendor and Purchaser. (If not an owner of the Property the spouse of Vendor for a valuable consideration joins herein to release homestead rights in the subject Property and agrees to join in the execution of the deed to be made in fulfillment hereof.) . i; -Dated this - day of October 19 A2 _ r, &V ilk (SEAL) (SEAL) A_ W und • Charles W. Bentley (SEAL) C (SEAL) -1 L--- • Patrice Donalek + Judy A. Bentley AUTHENTICATION ACKNOWLEDGMENT Signatures authenticated this day of STATE OF WISCONSIN ;I 19 of the above named ss. St. Croix County. Personally game before me, this 2 Ord day of October '19 82 the above named Brent A. Wernlund and Patrice M. Dohnalsk a/s/a Patrice Donalek.•a" DOCUMENT No. STATE BAR OF WISCONSIN FORM 3 - 1982 THIS SPACE RESERVED FOR RECORDING DATA QUIT CLAIM DEED 430051 BOOK 807 PA:~:E283 REGI STER S OFFICE ST. CROIX CO., w! 1 Judy A. Bentley Recd for Record - APR 81988 quit-claims to ---.-11r1eS--~---Beri rey------------•---------- of 8.30 A M - ------Qf~ RrpisN► of 0 the following described real estate in St. Croix-- County, State of Wisconsin: By ` RETURN TO C. M. Q P. 0. Box 167 River Falls, WI 54022 Tax Parcel No- Part of the N} of the NW Fractional i of Section 30-28-16 described as follows: Lot 3 of Certified Survey Maps filed Sept. 21, 1982 in Vol. "5", Page 1212 as Doc. No. 379824 (No. 19), Office of the Register of Deeds for St. Croix County, Wisconsin, and Part of the North Half (N}) of the Northwest Fractional Quarter (NW frctl. U of Section Thirty (30), Township Twenty-eight North (T28N), Range Sixteen West (R16W) more particularly described as follows: Lot 2 of Certified Survey Map recorded with Office of Register of Deeds, St. Croix County, Wisconsin, in Volume 5, Page 1212, on 9/21/82, Document No.: 379824. This deed is given pursuant to a divorce between the parties. IF I~ E E T This is not homestead property. 'W (is not) J:~ Dated this day of , 19 L ----------------------------------------------•----(SEAL) (SEAL) udy Bentley -•-•-----•-------------•--------------------------------------------.(SEAL) -----•-•-----•--•-------------......---------_--------------------..(SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) _....17._t!_f.?J7STATE OF WISCONSIN 1 .y}-J)( j-/, St. Cr oy comity. - - SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNER/BUYER CAUdC_' 'gE f/ ADDRESS: '~_/3 hla y FIRE NO: LOCATION: IYE 1/4, 1/4, SEC. T o~F VX_W TOWN OF: ZQ U C 6 2. ST. CROI X COUNTY SUBDIVISION: LOT NO. /W" Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed septic tank pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. St. Croix County residents may be eligible to receive a grant to help with the cost of the replacement of a failing system, which was in operation prior to July 1, 1978. St Croix County accepted this program in August of 1980, with the requirement that owners of all new systems agree to keep their system properly maintained. The property owner agrees to submit to the St. Croix County Zoning a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge and scum. Certification from will be sent approximately 30 days prior to three year expiration. I/WE, the undersigned have read the above requirements and agree to maintain the private sewage disposal system in accordance with the standards set forth, herein, as set by the Wisconsin DNR. Certification form must be completed and returned to the St. Croix County Zoning Officer within 30 days of the three year expiration date. SIGNED• DATE:- - q 1 St. Croix County Zoning Office 911 4th St. Hudson, WI 54016 FILED SEP 2102 4. wa co 3'792 9 , CERTIFIED SURVEY MAP BRENT WERNLUND Part of the Northeast 1/4 of the Northeast 1/4 of Section 25, Township 28 North, Range 17 West, Town of Rush ?fiver, and also pant of the North 112 of the Northwest fract- ional 1/4 of Section 30, Township 28 North, Range 16 West, Town of Eau Gal,le, St. Croix County, Wisconsin o Indicates 1" x 24" iron pipe weighing 1.13 lbs./lin. ft. set N pypTTED LANDS NS 1/4 LINE St-53'07"E 1055.39' ° C 207.93' 4 W c er F uW •J" ~ r Om~ WW N cc } S W hY :1N = E O = I 01 IW W Z 1- O n a. d 00I Ip O, U 111 ¢ (m V J V e ONW UdI OI 00 ~0 f QF~ 3 ~ox QH3== OO WK h eLLQV - QZ° = 3 K~Vf°I I 2> V' V h t: OO ' W-U A J to Q= d H O N H Vf OOH O sX F zV Z 1 S I 5 3'I37' 258.0' ^ N m „ ° OIn on Ir OD OI H \ N W I / 33.18' 24.82 Flo ~;..n o Z0 _ m Ir W N z 33.18' 432.75'~~Z~ HWW N 3I WN ~ if 46 , O 000 O WI = j F-- Nd ID O n W' I O O NN \ / M-Z N WI I I 6"W Y Ix CO Q %0 ° / J Soo* 00'00" E 6 v 4 I \ .s 1 I W v, J W - Z >I VI ° Q I~ ~ y m 0 Q W 4 I N • W 3 L WI z 0 3 nT I W - U N c U p = I m R C V v, V OI Z r F 111 QI W'r 0 W U W Q G m W• Z O L H Q W Ip J loci C; W zI a z lrl o 'n 001, O W 2 n Q ONO O O O Z W O N NO N 1.1 O on 10 U •a z N O W f Z' cc N U 3 N F O O O r _ V) H Z. ~P I O F W O I~ C h =I p WW 1- 1, j 'W In N ~i F, a 1- W t^1z0. Iv11. ,100: ~ ► A, CD H y m K IH M I P = 1-J : 0 1" a IJ ° 2 o „ , 635.93' • o a O u;N I~ 622.65' 668.85' O ZLO ? I 500• 00 E 1316.78 ° WOO. 00'00"E 1317.0a 1 0 o WEST LINE NW FRAC.1/ SEC. 30 394.45' 500.00 0 E 52 2710 361.45 L a~ 500.00 00 E 400.00 ol_ v 3 -00_ Iln 1; d 0 IIt Z: -I V 0- 10 R 00 N F ~~11\tll~lllOllll~lq/I//,i' O O W V_ -/!V_ C Q I H N in (L ° f I JAMES L. APP2nVE7 = ° Z 0 H N 1 in MURPHY ~ ~ an d 1^y z 3 3: Z n~ In~ lu c Wu N i S 1 0 4 2 F °y• ° V W .p . A t °r N RIVER fAll3. a SEP 81982 y it W g a s r^ -0 X 00 N y0 p ?G F ul Wn 51. C":Otx CJU::TY fr rO ♦ _ O 2A CO O i J AND ZONING COMINITEt add I~ W W O O / lllI IIIIIIIINI ( I3 J 2 N 00.01 38"W 1317.76 1 z ILtmLATTED LANDS Vol. 5 Page 1212 Certified Survey Maps • x Cruntt•. 'C` -arnnir. ' 7? ,1MT1'PTO" 1'17 R}3/'R' DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS INDl1STRY, ' DIVISION LABOR AND PERCOLATION TESTS (115) MADISOP.O. BOX 76 N WI 53707 HUMAN RELATIONS (ILHR 83.0911) & Chapter 145) LOCATION: SECTION: TOWNSHIP~TY: LOT NO.:BLK. NO.: SUBDIVISION NAME: V14 _ ~ /TAN/R /k (or - - - COU MAILING ADDRESS: r o c" CA a r f/e cJ #S_ USE - DATES OBSERVATIONS MADE NO.BEDRMS.: COMMER I LDESCRIPTION: IPR9FILE DESCRIPTIONS: TESTS: ..Residence ❑ New Replace RAT ING: S= Site suitable for system U= Site unsuitable for systemO#-E/~C° C// Sf Cro,~ -2o n (T i3 PI-11T t? ONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILLH LDING TANK: RECOMM DED SYSTEM:(o tional) ❑S ~U ®S ❑U EIS ICU EIS MU ❑S ~!U 1 Ay If Percolation Tests are NOT required DESIGN RATE: I If any portion of the tested area is in the under s. ILHR 83.09(5)(b), indicate: N/ e 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. IGHE T TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) sr//1~ Say l S- 3 sQ., / y oo~, u/ s ollostn!X B- ~ o~ - m [17r /f 4V M ON~ 0 4, Al" 7,79 r B-0~ /0 r S~~~ Glli ~d 4/ ano J ~~m/►lof a~ /,4 down B-3 44 96.01 o~ 0-6"'104,-7y Si 0 5"' ' B- 4'~ 9a3 0-( "/oo~ysr/~ ss+/ /i!- r soy y C /eO n r 0 " r J W mm lnw of 16'de V dscp 0_6 "/Dam r s0.+ ~0- /rr e SQ. y B-~ Vs n ~~odyn GlJ r' C/ w/Sf 6ne5 PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PERIOD 1 PERT D 2 PER PER INCH -If_ 6AT 51- P- as 4;F, P_ O P- oq 4 . S G P- P one 30 / / / 53 I 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 surfaclevation at all borings and the direction and percent of la sl pe. SY T M ELEVATION 8dff~, o ~ed 970 / MD' _ 3 ~ pI- PIS ~ f c -4 9 I I8ott~ s~ hf I l _ IN 3 4-4 I 1 A. 3 ~ I . /9iLul I ~ houro t ~ I 1 f F I ~ t 1 - ,t1ej( ! V 1 4 I, th uL~ ersigned, hereby certify that th it tests reported o f25r, were made by me in accord with the p ocedures and methods sptied the Wisconsin Administrative Code, and that the data corded a he location of the tests are correct to the best of my knowledge and belief. NAME (print): TESTS WERE COMPLETED ON: a4i'71S llew/ # A r i'( /l H ADDR SS: CERT (CATION UMBER: PHONE NUMBER (optional): 401 CST SIGNA RE: DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. DILHR-SBD-6395 (R. 10/83) - OVER - INSTRUCTIONS FOR COMPLETING FORM I IS - SOD - 6395 To be a complete and accurate soil test, your report must include: 1. Complete legal description; 2. The use section must clearly indicate whether this is a residence or commercial project; 3. MAXIMUM number of bedrooms or commercial use planned; 4. Is this a new or replacement system; 5. Complete the suitability rating boxes. A SITE IS SUITABLE FOR A HOLDING TANK ONLY IF ALL OTHER SYSTEMS ARE RULED OUT BASED ON SOIL CONDITIONS; 6. PLEASE use the abbreviations shown here for writing profile descriptions and completing the plot plan; 7. MAKE A LEGIBLE diagram accurately locating your test locations. Drawing scale is prefered. A separate sheet may be used if desired; 8. Make sure your benchmark and vertical elevation reference point are clearly shown, and are permanent; 9. Complete all apropriate boxes as to dates, names, addresses, flood plain data, percolation test exemption, if appropriate; 10. If the information (such as flood plain, elevation) does not apply, place N.A. in the appropriate box; 11. Sign the form and place your current address and yur certification number; 12. Make legible copies and distribute as required. ALL SOIL TESTS MUST BE FILED WITH THE LOCAL AUTHORITY WITHIN 30 DAYS OF COMPLETION. ABBREVIATIONS FOR CERTIFIED SOIL TESTERS Soil Separates and Textures Other Symbols at - Stone (over 10") BR - Bedrock cob - Cobble (3 - 10") SS - Standstone gr - Gravel (under 3") LS - Limestone 's - Sand HGW - High Groundwater cs - Coarse Sand Perc - Precolation Rate med s - Medium Sand W - Well Is - Fine Sand Bldg - Building Is- Loamy Sand > - Greater Than 'sl - Loamy Sand < - Less Than '1 - Loam Bn - Brown 'sil - Silt Loam BI - Black si - Slit Gy - Gray cl - Clay Loam Y - Yellow act - Sandy Clay Loam R - Red sicl - Silty Clay Loam mot - Mottles sc - Sandy Clay w/ - with sic - Silty Clay fff - few, fine, faint 'c - Clay cc - common, coarse pt - Peat mm - Many, Medium m - Muck d - distinct p - prominent HWL - High water level, surface water Six general soil textures BM - Bench Mark for liquid waste disposal VRP - Vertical Reference Point TO THE OWNER: This soil test report is the first step in securing a sanitary permit. The county or the Department may request verification of this soil test in the field prior to permit issuance. A complete set of plans for the private sewage system and a permit application must be submitted to the appropriate local authority in order to obtain a permit. The sanitary permit must be obtained and posted prior to the start of any construction. MOUND SYS'T'EM P FOR A BEDROOM RESIDENCE FOR / I j1W CATED IN THE &OF THE Gr.J OF SECTION T 4N, R , LO TOWN OF )o'-5i#, G77/p- C'ro ( X COUNTY, WISCONSIN INDEX PACE 1 of 7 TITLE SHEET PAGE 2 of 7 WORKSHEET PAGE } of 7 PLAT PLAN PACE 4 of 7 PLAN VIEW-CROSS SECTION PAGE '5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 DOSE CHAMBER PACE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR DENNIS HEWITT RR2, MAIDEN ROCK, WISCONSIN. 54750' PREPARED BY DENNIS HEWITT RR2, MAIDEN ROCK, WISCONSIN 54750 MPRS LIS. NO. 3186 S _ PAGE' OF PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS ' VENT CAP 4"C.I. VENT PIPE WEATHER PROOF APPROVED LOCKING - r[ JUNCTION BOX MANHOLE COVER 25' FROM DOOR, I2"MIl1. WIMDOW OR FRESH / Alit INTAKE GRADE I y" MIN. 16" MIlJ. CONDUIT - - I9"MIN. InT .W 14SITE`~ AGRO E ~ INLET FwAARt e/o, ,41DT1. SEAL I III ~ /r Jai I I I APPROVED JOINT A I I I APPROVED JOIN* W/C.I. PIPE p ED I III W/C.I. PIPE EXTENDING 3' 'tov 11 ALARM EXTENDING 3' ONTO SOLID SOIL „ 0~ AN II ONTO SOLID S01 B 3g 1NDUa1RY. ~ AWW 1NG~ I I : ON EQpI~eE 0319A /~f I ELEV. 0 61,- FT. SEE PUMP OFF D CONCRETE BLOCK --Tr-3" APPRC RISER EXIT PERMITTED GI.ILy IF TANK MANUFACTURER HAS SUCH APPROVAL 1 gEDDIN( , E S P E C. I F I C AT I O KJ S DOSE TANKS MANUFACTURER: NUMBER OF DOSES: ~ PER DAy TANK SIZE: GALLOUS DOSE VOLUME ALARM MANUFACTURER: INCLUDING BACKFLOW: /74, GALLONS / rr~? ~ MODEL IJUMBER: /rr CAPACITIES: A= INCHES OR -L9Q1L GALLOWS SWITCH TYPE: ~/~t?rCUdl I/ B =C~Q~ INCHES OR 3" GALLONS PUMP MANUFACTURER: / r C=4 L_INCHES OR s/ / GALLONS MODEL NUMBER: D=~.LINCHES OR 4- GALLONS SWITCH TYPE: Mere or~ MOTE: PUMP AND ALARM ARE TO BE MINIMUM DISCHARGE RATE-GPM INSTALLED ON SEPARATE CIRCUITS VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE.. FEET 0//O/fS c~ + MINIMUM NETWORK SUPPLY PRESSURE , . . . . . . 2.5 FEET / V + ISLE- FEET OF FORCE MAIN X Fyofr.FRICTION FACTOR-411-_ FEET TOTAL DJNAMIC. HEAD = • FEET IMTERNAL DIMENSIONS OF. TAIJK: LEKIG.TH ;WIDTH ;LIQUID DEPTH .32 SIGNED: , " Z-~Ilrlll' LICENSE DUMBER: DATE l • ~9 y V ea or TOTAL HEAD.iN FEET N-PMM0N-PO~OoON-NP O CT1 IV O ' o Cn O~ > O N n ; . pp :C19 O o D , C43 Q o r., . ~C Z W oN Ct) cn cn Cf) O ' m ~ r1'1 rn Z. C 0 Z C. -:00 M M O J O N c L01J1 O O (^j . O O N O O N w -P cn 00 O TOTAL HEAD IN DETERS 068 Page - Of / Distribution Pipe Detail For Two Lateral Network Holes Locat-d On Bottom Are Equally Spaced - PVC Force Main End Cap if X X PVC Distribution Pipe p. p * Last Hole Should Be Next To End Cap, P 3 Ft. Hole' VDiameter Inch X _ Inches Lateral Diameter /L Inch(es) Y JO( Inches Force Main Diameter c? Inches 4 x~As # Of Holes/Pipe °l Invert Elevation Of Laterals Ft. r Signed: License Number: Date: ? ,?:```'ONS1TE SEWAGE SYSTEM Conditionally APPR^Vw"Oft p1 PAR7rt4CN n, INUUSTRY, LABOR AND M RELATIONS ISION Of A C I SEE CORRE CE Page ~t OfmZ- Cross Section Of A Mound Using A Trench For The Absorption'Area _s 1 _ H Medium Sand Fill ° F - 6" Topsoil 3 D yr~ r. ; P: lift o f SITE SE ?s•` re h Of 2" - 2~ Ag regate, Plowed Layer. 6" elow R With D Ft. Std , ' Synthetic Fabric r i E~ Ft. O A V Ft. F .97 Ft, H /S Ft. DEPARTMENT F INDUSTRY, LABOR AND HUMAN 710NS ION OF D BU D1 SEE CORRESPON Plan View Of ;found Using A Trench For The Absorption Area _ Force Main F T Distribution Pipe J ~,zv Permanent Markers Observation Pipe -7,32,01 W f B I K "Trench Of 2" - 22" Aggregate. 1 ~ L A -t. 1 /f~0 Ft. K Ft. W o7~ Ft. B Ft. J /+~p Ft. L Ft. Li cense Signed: ~ Numbeh: ~ Date: PAGU OF PLOT PLAN ' .SIGNED NONWE _ j~ u NORTH ` DATE- GE~ona i! TIONS X U" AP P ry OLPAR7ME Of lt"STRY, LABOR II.DINGS*` I V N SEE T~fe FDGE of T ttt=- r, L> i s -r-vk ac® ~X 7,510 oc /Data M00.SQ ~ house s~e~ rlY yard ~ rs e NOTES f~a~ eu ~ 1.c12 . 1. ELEVATIONS SH N AR§E GROUND ELEVATIONS. 2. INSTALL PERMANENT MARKERS AT END OF EACH LATERAL. ( c PEQUIRED } 3. INSTALL 4" OBSERVATION PIPES WITH CAPS. REQUIRED } 4. PUMP CHAMBER TO BE GALLONS MANUFACTURED BY PreL 5. SEPTIC TANK TO BE /~on GALLONS MANUFACTURED BY CQS-f- / ~ LuPS Prn 6. BENCH MARK ELEVATION IS DESCRIPTION OF B. M. -i~i`Orrl 0 Sja~rq 0,-) fok S4C/ 7. OTHER NOTES Irof ~'d~od fc a,;,: node d w/,:, /Op o rPd~- oL. FTIONAL WORKSHEET 9 1 40 3 9 "7p MOUND SYS fEM II. IN GROUND PRESSURE SYSTEM-Continued- 1. Wastewater Load, Tolal Daily flow- gal. 10. Force Main: Use section H 6:1.15 (3) (c), Wis. Minimum Dosing Rate = gpm. Adm. Code and PROVIDE A DETAILED Diameter = in. LIST OF SIZING ON PLANS. 11. Total Dynamic Head: 2. Depth to Limiting Factor = ft. System Head = ft. 3. Landslope = % Vertical Lift ft. 4. Distance from Dose Chamber to Friction Loss =//50,' ft. Distribution System = ft. TD,, = /X 4ft. 5. Elevation Difference Between ~ 12, Pump Selection: Pump and Distribution System = ft. Pump wily ischarge at least gpm 6. Absorption Area Sizing: at" ft, total dynamic head Area Required = sq. ft. Pump model and manufacturer: Bed or Trench Length (B) _ ft. Bed or Trench Width (A) = ft. 13. Dose Volume: '14 0C X • x /0 = 7T~A Trench Spacing (C) _ ft. 10 Times Void Volume of JJ// 7. Mound Height: Distribution Lines= gal. Fill Depth (D) = ft. Daily Wastewater Volume r3' Fill Depth Downslope (E) = ft. 4 Doses to 2~ F~rsr.= h I l„/ v gal. Bed or Trench Depth (F) _ ft. Baekflow = Q 0~ X• 10'f al. Cap and Topsoil Depth (G) = ft. Minimum Dose = gal" Cap and Topsoil Depth (H) = __7• X ft. 14. Dose Chamber: 8. Mound Length: Volume= gal. End Slope (K) = 1d,~: ft. Total Mound Length (L) _ ft. III. CONVENTIONAL PRIVATE SEWAGE SYSTEM 10 9. Mound Width: ~q 1. Wastewater Load, Total Daily Flow = gal. Upslope Correction Factor Use section H 63.15 (3) (c), Wis. Upslope Width = ft. Adm. Code and PROVIDE DETAILED 71/ Downslope Correction Factor = • ~ LIST OF SIZING ON PLANS. • Downslope Width (1) _ ~ • ft. 2. Required Septic Tank Capacity = gal. Total Mound Width (W) _ ft. 3. Percolation Rate = min./in. 10. Basal Area: 4. Absorption Area Sizing: Infiltrative Capacity of ^^ff 1 Refer to Table 2 in chapter H 63 Natural Soil = gal./sq.ft./day and PROVIDE A DETAILED LIST OF Basal Area Required sq. ft. SIZING ON PLANS. Basal Area Available = sq. ft. Required Area = sq, ft. 11. If Standard Tables from Chapter Length = ft. H 63 are Used, Indicate Table No. ~Y Width = ft. 12. For the Distribution Network, Use Numbers 5-14 in Section II. Number of Trenches = - Trench Spacing = ft. IN-GROUND PRESSURE SYSTEM 5. Distribution System: 1. Depth to Limiting Factor = ft• Lateral Length = ft. 2. Landslope = % Number of Laterals = 3. Percolation Rate = min./in. Lateral Spacing = in. 4. Proposed System Elevation = ft. Distance from Sidewall to Pipe = in. 5. Wastewater Load, Total Daily Flow: gal. System Elevation = ft. Use section H 63.15 (3) (c), Wis. Adm. Code and PROVIDE A DETAILED IV. SYSTEM-IN-FILL LIST OF SIZING ON PLANS. \ Fill in All Items from Section III Required Septic Tank Capacity = I D~~J gal. 6. Absorption Area Sizing: V. SEPTIC TANK Percolation Rate = min./in. 1. Capacity = ' /000 gal. Area Required = 7; sq. ft. 2. Manufacturer: ~!PCGS System Length = 6 ft. 3. Show Site Constructed Tank Details on Plan System Width = ft. 7. Distribution Pipe Sizing: V1. DOSING TANK Hole Sire = _1LLL_ in. 1. Capacity = ga1. Hole Spacing = J ft. J o°! 2. Manufacturer: / w jrr04"(~CGS-r Lateral Length it. 3. Pump Manufacturer: e L.ucr.d Si,,e in. 4. Pump Model: SS Lateral Spacing /Mr ft. 5. Operating Head= ft. Uiclance from Sidew"dl•lo file in. 6. Flow Rate= gpm. X. DWributiun I'lpc Disch,oye Rate: n 7. Show Site Constructed Tank Details on Plans Number of I loles I'er Pipe I low I'cr I'lllc _L~a~_ ul'~~~• VII" HOLDING TANK v. Manifold siliog: I. Capacity = gal. I ype (cenlci of end) C to r' 2. Manul'acluren Length = It. 3. Show Site Constructed Tank Details on Plans Diameter in. -SHOW ALL INFORMATION ON PLANS- )II HR SRD-6761 (R.03/82) / r] x f 1 SAFETY & BUILDINGS DIVISION 201 E. Washington Avenue P.O. Bog 7969 Madison, Wisconsin 53707 State o4 Wisconsin Department of Industry, Labor and Human Relations June 12, 1991 I CHUCK BENTLEY 573 HIGHWAY J #5 ROBERTS WI 54023 Plan I.D. No. S91-40397-P Dear Mr. Bentley: Re: Chuck Bentley - Residence Private Sewage System NE,NW,30,28,16W Town of Eau Galle, St. Croix County, WI Your petition for a variance to section ILHR 83.23 (1)(d), Wisconsin Administrative Code, has been reviewed. The rule being petitioned requires a mound system site to have a minimum of '24 inches of suitable natural soil. The variance requested was to install a replacement mound system on a site with 15 inches of suitable natural soil. The following comments were made in the petition analysis: 1. In reviewing the petition, it was noted that the request was similar to other petitions accepted by this department under petition numbers S89-03304, S89-03318, and S90-00072. 2, Based on the precedent established by the previous petitions, this petition for variance is being processed as permitted by Wisconsin Statute Section 101.02 (6)(9). Departmental Action: Approval. This approval is granted with the understanding that all of the petitioner's statements and any conditions of approval cited above will be carried out. Prepared by: Gerard Swim Departmental Signature Date: L11LI car eyer, Architect,, Director, Office of DivisifCodes and Application GS: 07221 Enc. cc: Leroy Jansky, Private Sewage Consultant - District 6, Chippewa Falls Thomas Nelson, Zoning Administrator - St. Croix County SBD 6828iR. 01/711j Dennis L. Hewitt, MFRS #3186 SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations May 31, 1991 2226 Rose Street LaCrosse, Wisconsin 54603 DENNIS L. HEWITT Owner: CHUCK BENTLEY RR 2, BOX 116 573 HWY J, #5 MAIDEN ROCK WI 54750 ROBERTS WI 54023 RE: Plan Number S91-40397 Project: BENTLY, CHUCK - RESIDENCE County: ST CROIX Location: NE,NW,30,28,16W Fee Received: 130.00 EAU GALLE Date Received: 5/29/91 This letter is to acknowledge receipt of the Petition and Plans which you submitted to the Office of Division Codes and Application, Section of Private Sewage. We cannot however, process your submittal until we receive: - Existing septic system location. Please retain one copy of this letter for reference and return the other with the materials requested. Your Petition and Plans will be processed within 30 working days following receipt of the requested items. Petitions or plans submitted to this office which require additional information will be held 90 working days for receipt of the information. If, after 90 days, response to this letter has not been received, your plans will be returned. If you find it necessary to contact us regarding your submittal, please call us at (608) 785-9348 and refer to the plan number as shown above. Sincerely, GERARD M. SWIM Section of Private Sewage Division of Safety and Buildings 4PP039/0001n/14 COMP: 1 11 ELEM: 12 cc: CHUCK BENTLEY X Private Sewage Consultant S11D 948318. 01/911 r"V1 SAFETY & BUILDINGS DIVISION Tommy G. Thompson Governor Gerald Whitburn Secretary State of Wisconsin Department of Industry, Labor and Human Relations PRIVATE SEWAGE PLAN APPROVAL Western Regional Office 2226 Rose Street LaCrosse, Wisconsin 54603 DENNIS L. HEWITT Owner: CHUCK BENTLEY RR 2, BOX 116 573 HWY J, *5 MAIDEN ROCK WI 54750 ROBERTS WI 54023 RE: Plan Humber: S91-40397 Date Approved: June 12, 1991 Gallons Per Day: 450 Date Received: May 29, 1991 Project Name: BENTLY, CHUCK - RESIDENCE Location: NE,NW,30,28,16W Town of EAU GALLE County: ST CROIX The plumbing plans and specifications for this project have been reviewed for compliance with applicable code requirements. This approval is based on Chapter 145, Wisconsin Statutes and the Wisconsin Administrative Code. The plans are stamped 'conditionally approved'. This approval is contingent upon compliance with any stipulations shown on the plans. All items that are noted must be corrected. All permits required by the city, village, township or county shall be obtained prior to construction. The licensed plumber responsible for this installation shall keep one set of plans with the department's approval stamp at the construction site. The installer shall notify the appropriate inspector when inspections can be made. This approval will expire two years from the date approved or if a sanitary permit is obtained, it will expire the day the initial sanitary permit expires. The Section of Private Sewage has reviewed these plans for private sewage system code requirements only. These plans have not been reviewed for the code requirements set forth in Section ILHR 82 for general plumbing or in Chapters 50-64 of the Wisconsin Administrative code. This approval is for the following components only: - REPLACEMENT PETITION - REPLACEMENT MOUND Inquiries concerning this approval may be made by calling (608) 785-9348. Sincerely, ` i GERARD M. SW Section of Private Sewage Division of Safety and Buildings PPP039/0009n/24 cc: CHUCK BENTLEY X Private Sewage Consultant S1111-"231R,071901 1 SAFETY & BUILDINGS DIVISION Tommy G. Thompson _ Governor Gerald Whitburn Secretary State of Wisconsin Department of Industry, Labor and Human Relations PRIVATE.SEWAGE PLAN APPROVAL Western Regional Office 2226 Rose Street LaCrosse, Wisconsin 54603 DENNIS L. HEWITT Owner: CHUCK BENTLEY RR 2, BOX 116 573 HWY J, *5 MAIDEN ROCK WI 54750 ROBERTS WI 54023 RE: Plan Number: S91-40397 Date Approved: June 12, 1991 Gallons Per Day: 450 Date Received: May 29, 1991 Project Name: BENTLY, CHUCK - RESIDENCE Location: NE,NW,30,28,16W Town of EAU GALLE County: ST CROIX The plumbing plans and specifications for this project have been reviewed for compliance with applicable code requirements. This approval is based on Chapter 145, Wisconsin Statutes and the Wisconsin Administrative Code. The plans are stamped 'conditionally approved'. This approval is contingent upon compliance with any stipulations shown on the plans. All items that are noted must be corrected. All permits required by the city, village, township or county shall be obtained prior to construction. The licensed plumber responsible for this installation shall keep one set of plans with the department's approval stamp at the construction site. The installer shall notify the appropriate inspector when inspections can be made. This approval will expire two years from the date approved or if a sanitary permit is obtained, it will expire the day the initial sanitary permit expires. The Section of Private Sewage has reviewed these plans for private sewage system code requirements only. These plans have not been reviewed for the code requirements set forth in Section ILHR 82 for general plumbing or in Chapters 50-64 of the Wisconsin Administrative code. This approval is for the following components only: - REPLACEMENT PETITION - REPLACEMENT MOUND a Inquiries concerning this approval may be made by calling (608) 785-9348. i _ J Sincerely, f i GERARD M. SW Section of Private Sewage Division of Safety and Buildings PPP039/0009n/24 cc: CHUCK BENTLEY X Private Sewage Consultant S bU-6123 , K. OW96i MOUND SYSTEM i, w ) T= t 0 3 FOR A ~ BEDROOM RESIDENCE FOR / f/ P e LOCATED IN THE &OF THE OF SECTION T ON, R j1W~ TOWN OF p~a C re) l X COUNTY, WISCONSIN INDEX PACE 1 of 7 TITLE SHEET PAGE 2 of 7 -WORKSHEET PAGE 5 of 7 PLOT PLAN PACE 4 of 7 PLAN VIEW-CROSS SECTION PACE •5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 DOSE CHAMBER PAGE 7 of 7 PUMP PERFORMANCE CURVE • PREPARED FOR DENNIS HEWITT , RR2, MAIDEN ROCK, WISCONSIN, 54750' PREPARED BY DENNIS HEWITT RR2, MAIDEN ROCK, WISCONSIN 5+750 MPRS LIS. NO. 3186 1• • FTIONAL WORKSHEET il.!! 9 -1 1 40 3 9 W`) . 7 MOUND SYS rEM 11. IN GROUND PRESSURE SYSTEM-Continued- ewatcr Load1 -fugal Daily flow - gal. lU. Forte Main: 1. Wast / Use section 1.16:1.15 (3) (c), Wis. Minimum Dosing Rate = gpm. Adm. Code and PROVIDE A DETAILED Diameter = _ 7 in. LIST OF SIZING ON PLANS. / /T 11. Total Dynamic Head: " 2. Depth to Limiting Factor System Head = ft. 3. Landslope = % Vertical Lift = ft. SAV 4. Distance from Dose Chamber to Friction Loss or /0' ft. Distribution System /3-0 ft. TDB; TX , D r ft. ~ 5. Elevation Difference Between 12. Pump Selection: sr Pump and Distribution System = 1 ft. Pump,wilJ ischarge at least_- gpm 7 MV 6. Absorption Area Sizing: r~ at, ft, total dynamic hea Area Required sq. ft. Pump model and manufacturer: Bed or Trench Length (B) _ ft. rr~l 0~ I x Bed or Trench Width (A) = ft. 13. Dose Volume: Trench Spacing (C) _ ft. 10 Times Void Volume of 7. Mound Height: Distribution Lines gal. Fill Depth (D) ft. • , Daily Wastewater Volume 4-3 = Dosesin24 V al. n Fill Depth Downslope (E) ft. 4 Bed or Trench Depth (F) = ft. Bac'kflow = /6QrsW4 XJk ggal. Cap and Topsoil Depth (G) = ft. Minimum Dose = gal. Cap and Topsoil Depth (H) = ft. 14. Dose Chamber: 8. Mound Length: Volume = ~~v gal. End Slope (K) = 1drt. Total Mound Length (L) ft. 111. CONVENTIONAL PRIVATE SEWAGE SYSTEM gal. 9. Mound Width: ~p 1. Wastewater Load, Total Daily Flow= Upslope Correction Factor = • 1 Use section H 63.15 (3) (c), Wis. Upslope Width = ft. Adm. Code and PROVIDE DETAILED Downslope Correction Factor = LIST OF SIZING ON PLANS. Downslope Width (1) _ ft. 2. Required Septic Tank Capacity = gal. Total Mound Width (W) _ ,rJ ft. 3. Percolation Rate = min./in. 10. Basal Area: 4. Absorption Area Sizing: Infiltrative Capacity of Refer to Table 2 in chapter H 63 Natural Soil = gal./sq.ft./day and PROVIDE A DETAILED LIST OF Basal Area Required = 1n11~,., sq. ft. SIZING ON PLANS. Basal Area Available = yL1 sq. ft. Required Area = sq. ft. 11. If Standard Tables from ChapterLength = ft. H 63 are Used, Indicate Table No. Width = ft. 12. For the Distribution Network, Use Numbers 5.14 in Section II. Number of Trenches= Trench Spacing = ft. IN-GROUND PRESSURE SYSTEM 5. Distribution System: 1. Depth to Limiting Factor = q ft. Lateral Length = ft. 1 2. Landslope = % Number of Laterals= 3. Percolation Rate = min./in. Lateral Spacing = in. 4. Proposed System Elevation = ft. Distance from Sidewall to Pipe = in. 5. Wastewater Load, Total Daily Flow: gal. System Elevation = ft. Use section H 63.15 (3) (c), Wis. Adm. Code and PROVIDE A DETAILED IV. SYSTEM-IN-FILL LIST OF SIZING ON PLANS. Fill in All Items from Section III Required Septic Tank Capacity = 1 gal. 6. Absorption Area Sizing: V. SEPTIC TANK Percolation Rate - _(06 min./in. 1. Capacity = /Y). / = gal. Area Required = -1~ sq. ft. 2. Manufacturer: ~6/i i-Y-I'~QS - (Q(GS 1 System Length = ft. 3. Show Site Constructed Tank Details on Plan System Width = ft. 7. Distribution Pipe Sizing: j V1. DOSING TANK Hole Sire = In. 1. Capacity = gal. Hole Spacing; = J ft. 2. Manufacturer: ~ ~ ~ti~~~n ~pCGS7 Lalcral Length fl. 3. Pump M.tnul.at Curer: t' L.uer.ll Sin: in. 4. Pump Model: Lateral Spacing ft. S. Operating Head= ft. Di.ldncc Irnm Sidewall•lo Pipe in. 6. Flow Rate= gpm• X. Distribution Pipe Discharge Rate: n 7. Show Site Constructed Tank Details on Plans Number (it I loles Pei Pipe 7 I low I'er I'sl'e _17A_'~ gpm. VII. HOLDINGTANK 'I. Manllold tilling: I. Capacity gal. ypc (ccntel of end) 1 f?( 2. Manufacturer: Length = • ft, 3. Show Site Constructed Tank Details on Plans Diameter In. -SHOW ALL INFORMATION ON PLANS- Page Of~ Cross Section Of A Mound Using A Trench For The Absorption'Area i s lm o- le v. -fe- _ H Medium Sand Fill ° F - 6" Topsoil ____J1 D y (T 3 ~ T-re h Of 2% Aggregate, Plowed Layer. 6" el ow RAf)e ed With D ~6 Ft. Synthetic Fabric /l E 7 Ft. G A (J Ft. A R F . ~ Ft. H ~•.1 Ft. DEPARTMEINT F INDUSTRY, LABOR AND HUMAN TIONS ION OF D BU DIN SEE GORRESPON Plan View Of Mound Using A Trench For The Absorption Area Force Main F J 7,zv~ Distribution Pipe 'Permanent Markers Observation Pipe W B K \ Trench Of - 2?" Aggregate. I f L A t. I ~~IQ Ft. Ft. W o?d. Ft. B Ft. J Ft. L Ft. License' Signed: "Plumber: ~~dC7 Date: TOT AL HEA©• oN FEET N -tom 0 co C:) rQ w CD po P pNj O CJ~ tV O 10 o O O N ♦ J O F S' 00 ,~9♦ N o n , f. O w Q p r- . Z ~ r o C) cn o o rr1 Co r m o - cn Z. cn C rct o o ~ C) cn O (7) N • O p N -P O ~ N W ..p. C17 07 OO Cfl TOTAL HEAD IN DETERS 068 .1 f PAGE J- OF PUMP CHAMBER CROSS SECTION A1JD. SPECIFICATIONS f r-t- VENT CAP H"C.I. VENT PIPE APPROVED LOCKING WEATHER PROOF JUNCTIOM BOX MANHOLE COVER ~ 25' FROM DOOR, WINDOW OR FRESH 12"MIU. / I AIR INTAKE I GRADE I F 4" MIN. I IB"M1U. CONDUIT - - Ie"MIN. INLET n VYF?ice Nsi~~Y•'~ FRO E I 11 Y{}YR nu: AIRT~ SEAL I III CjajoAa III APPROVED JOINT A APPROYED JOIN' W/C.I. PIPE I III W/C.I. PIPE EXTENDING 3' 10VED 1 II ALARM EXTENDING 3' pN ` I I ONTO SOLID SOI O►JTO SOLID SOIL B 38,1 OR 1N'JUa~RY. ~ 1NC~S I I ow I;. ELEV. Q 0' FT. SEE ERR PUMP-,, OFF r D CONCRETE BLOCK 1 J3" APPRC - RISER EXIT PERMITTED ONLY IF TANK MANUFACTURER HAS SUCH APPROVAL BEDD SEDOI( N( 5PECIFICAT10KJS DOSE TANKS MANUFACTURER: HUMBER OF DOSES: PER DAU TANK SIZE: 7-0 GALLOUS DOSE VOLUME i j ALARM MANUFACTURER: /T Ic-c'1`r!) INCLUDING BAGKFLO~W: GALLONS MODEL NUMBER: Irf CAPACITIES: A= ~ , INCHES OR D GALLONS SWITCH TYPE: In rCUJI 1 =INCHES OR B GALLONS PUMP MANUFACTURER: ~`L✓~~ C= INCHES OR Z~J / GALLONS MODEL NUMBER: SS~ DINCHES OR 4-93 GALLONS SWITCH TYPE: ML°i' co NOTE: PUMP AND ALARM ARE TO BE INSTALLED ON SEPARATE CIRCUITS MINIMUM DISCHARGE RATE GPM VERTICAL DIFFERENCE BETWEEN PUMP OFF.AIJO DISTRIBUTION PIPE.. FEET + MIMIMUM NETWORK SUPPLY PRESSURE . . . . . . . . 2.5 FEET SI FEET OF FORCE MAIN X --FYoFT.FRICTION FACTOR--1(2 FEET r TOTAL D IWAMIC HEAD FEET INTERNAL DI.ME.WSIONS OF. TAUK: LEKIG.TH ;WIDTH L9 ;LIQUID DEPTH SIGNED: V LICENSE WUMBER: ~~4t~ DATE cw/ Page Of / Distribution Pipe Detail For Two Lateral Network Holes Locat-d On Bottom Are Equally Spaced --PVC Force Main End Cap 7 - * Y X X PVC Distribution Pipe P... P X * Last Hole Should Be Next To End Cap,.7F P Ft. M Hole'Diameter Inch X J ~ Inches Lateral Diameter Inch(es) Y Inches Force Main Diameter Inches # Of Holes/Pipe Invert Elevation Of Laterals Ft. Signed: ?i1 ' eovd, License Number: A / Date: ~"?`~r'.~'`'• ON SITE SEWAGE SYSTEM i V tu DEPARTMCN F INDUSTRY, LABOR AND N RELATIONS ISION OF A INGS SEE COA CE PAGE, OF PLOT PLAN .SIGNED . RW4%TE $ NORTH DATE - ' C~sorua X APrmvVhtj ~,AT10NS R lA~ pLPAR7ME OF INDUSTRY, IONGS V N The Z5 1 SEE 00 EµCE ~ ~C~w X Ti* Pou i opE' EDGE of TOC ~ . • ~r n l~ Q~1tC~71Jp Nil9i'~'" tZC;f~(4ip.1 : ~ • p- v~t~esTvrcg~D • ~X Qt df-4>T a s`~STf 4S VC-i2 MIR o~ 750 PC ~ - ~ ~ % ~ Ic old p rot ICI i /loosQ i house rive. arc r`Y NOTES 'f f~ar e 1.,EI; AV TIONS SH N ARE GROUND ELEVATIONS. 2". INSTALL PERMANENT MARKERS AT END OF EACH LATERAL. ( c:! PEQUIRED ) 3. INSTALL 4" OBSERVATION PIPES WITH CAPS. ( 4 REQUIRED ) 4. PUMP CHAMBER TO BE GALLONS MANUFACTURED BY CcJ Pte. % S• SEPTIC TANK TO BE GALLONS MANUFACTURED BY lg:~v Cy5-7- 6. BENCH MARK ELEVATION IS ~/rJsy~ DESCRIPTION OF B. M. PO i'D1-9 0 $r0~ri?~ Orr rpa% 54~~ 7. OTHER NOTES I• /jo f f V /00 3. See- ~~T f ~r~f1Cn In(~u~/n0/~~^ 3'7924 - WWN* CERTIFIED SURVEY MkP i~i.~ - F'/~•3 ERENT tilERNLUND -2 S ~ C.s. 5 Range ion Township 28 North, Part of the Northeast 1/4 of and also Northeast part of the North 1/2 of the Northwest fract- 17 West, Town of Rush River, Town of Eau Gaile, St. Croix ional 1/4 of Section 309 Township 28 North, Range 16 West, IL N Mn County, Wisconsin° o Indicates x 24" iron pipe weighing 1.13 lbs./lin. ft. set M DLAN.RS NS 1/4 LINE 0PLATTE _ 1055.39' E - O S 1* 53107 11 6 O .207.93 O u ~n O W O rs.. O F- N W O O 01 N I S~ cn W } d a N N x q~ W N M zWI OI NO U u) fn Q0U h-O M d a 0 pV) 0 x U 3 1->'_` - U. vN U Q O l I - F. 0 O N W U a M O NJ 1. U 10' LA. Q F- Q z~ ti W Q ln~ZZ M 00 W U N p. 11. W U M 'T Ci _W Z> C9 M -.N N mph OI Z 00NZ QZ dN O 'N N N WO xl J U z z I S11' 53'6T'~ 258. (n '0 'D m N:n FO- z Na: 'INw I /O 33.18 24.82 vwN Z dV M - N fl. 3 m z~ m I I 33.18' 432.75 O Z I'_ WW 0 N I J Q N 3 Z U F- O ~Nd N WI F- V I I O / / O FZ ~ WI O "n N I ca .O O _ S 00° 00' OO r 736.63 Z F- U W W 11 1 I ~►1 ~ ~ i N U. N I- ~ N J N U W ml W Z N U I I Q Q O U. • U- Z I CO I• Ci C1 Z U. I C~ tNG J O 0 d l0 QI W QO W O it O&a Z O W J UI ~j O O JW0 r:I~ o0 3 M ~Z F- J 3 0 I M M O N O N O M aD tD ZI Q Z Z Z I N I A Q `"i 0 WI O N PN It W - - ~77 CO N ~I Z Q (W I Z / d n O OF (x CD 0 z 3 ~p - cn F- NZ IM O ~W W N M 7-1 C W W - ( O z • _ O In d _'4- M1" %I- -w ' M NI ~za to CO ` z BOO _ O. = W Z Z M I N ~ 1(1 fn CO ep 655.93' mi F-I N m a ly in z 0 , 668.8 5 V In AN 6 22.85' I~ • _ O' z I S00 00 00 E 1316.78 c0 (r 11-'W 0 z N 00. 00 00 ' E 13 17.08 394.45 01 0 o S00°0 10 WEST LINE NW FRAC.I/ SEC.30 361.45 I$ I~ S0oo 00 00 E 522.7 500.00 00 E 400.00 OI- 3 00 NI~ z - 0O O d a w o_ JI sf > 00 DO o W ~ ~ 01 ~ c \``\\\\\~~~\\(II'►IllOlllll~ O Z 'I o ~I N coo 0 N F- ~/qj// W N 00 i ~ z X W z 3 O J_ M W zl JAMES L. APPROVED W z °~'1~~, r J OI 10 MC ? O I I' 0 MURPHY E OD N Vin cp J N N I .n S 1 0 4• 2 ~ h CO S EP 81982 to cp o O ti 0 lD 01 II• U W At~'RIVER FALLS, ;'yam 0 M CO o 0 u to Otn 0 i 0 M WI ; CvUNTY ti O G~ ~ r` W COMP 2EHENSIVE ?ARKS PLANNING e~~ I M GOMMITTE1 I J z~ AND ZONING z rn l11111IIIIIINII O W CD O Z_ J 7.76' N 00.01 38 W 131 1 y NAT T I- D LANDS 5 Page 1212 Vol. Certified Survey Maps (ri~c~>ZT Tf`"T 0" p~trnc~l PETITION FOR VARIANCE APPLICATION Wisconsin Department of Industry, Labor and Human Relations OFFICE E ONLY Safety and Buildings Division OFFICE USE ONLY Amount Paid 201 East Washington Avenue, P.O. Box 7969 Petition No. Receipt No. Madison, Wisconsin .53707 E-Number 608/266-3151 irm ng F (lame of Owner/Petitioner Bu) dinj or Project Agent, Architect or Epeeri i~h+S Company -l Tenant Name, if any, Street & mbP6. (/f Street & Number Location, Street & Number City State Zip Code .9-17,3 140l J ~ iYr ,BUJ S - 01 e (t h' s-y city State Zip Code City f County Telephone Number kr' Cv~s ~ 1 AId c01 ~ (J~ s S o I )l7- ~4 Teleph 7/S-- NV e nr) i Ile (U one Number r Plan Number, if known Name of Contact ~Pf rson # 1. The rule bein,q eetiti~ngd reads a f9 howls: (cite specific rule number and language) , l ~e3 3 (cl) l ~~re ,sa/~ rho of f~as f rte/` ~ unu~yr~~ /7g/fua / 5'dC1 OU - r l1~GJ~ Ctr 9r~n0 ~a'T1~r 0/ M 0if (64N/~Y A)i S'a1'/j' IrdJ~ /MQ t) r ~irt'c7 KPtVitTlU/t 0 P W'I- er In it ',•tr`d .tt iTh C7 (oJ~Uy °yra ow-6t° 1 2. The rule being petitioned cannot be entirelyLsatisf/Ted because: /e~l 1 / T I P .S[~rS'Dil [ SriTUr-OTi6~n LtI S c4 rm~~>✓t3' b ~Jrr~~w?en /``~JI~07 ojo -rl( i7a~i~ii7 clem n ogfL/" 3. The following alternative(s) and supporting information are proposed as a means of providing an equivalent degree of health, safety or welfare as addressed by the rule: e JP-01 640 D•/-"" lln iJrr! ) ( ~'n^'/ ~I- r r1~~ ~ ! n 7 d _ 110 'y/ 6 10 S exi CL -o 1 / 1 CI I J' ,1 (-a4 iV rX1,1 Cr c2 cr l / ~ r71 Q~~ ~ 7/ tiz ih f-en 2~ r1 t- ~ ~ o~ ~ (i~ / [c•S Note: Please attach any pictures, plans, sketches or required position statements. VERIFICATION BY OWNER - PETITION IS VALID ONLY IF NOTARIZED AND ACCOMPANIED BY REVIEW FEE See Section Ind 69.15 for complete fee information Note: Petitioner must be the owner of the building or project. Tenants, agents, designers, contractors, attorneys, etc. may not sign petition unless a J er of Attorney is submitted with the Petition for Variance Application. E'-r A-K E S Fs 6- L , being duly sworn, I state as petitioner that I have read'the foregoing (NAME OF PETITIONER, Please type/print) petition, that I b eve it to true and I have significant ownership rights in the subject building or project. Subscribed and sworn to before me this date: Signature of Peti Toner ,N; y° LINDA R THOMP SON ~,G1.~f~, L~j' ..~~~'Y\ a ~ NOTARAPf~yli6og7'ilfif~,~ ex Tres: L e? Notary Public ;I h y RMSEY COUNTY SR_st (P. OQ /8? ? a My Commission Expires June 23, )991 Dcv r rvr~rvrmvvvvrvrr~rvrisnrovv~rrv~crrrriavivyX ST. CROIX COUNTY r ilq WISCONSIN 4 t~ jr J ~F••, ZONING OFFICE } ST. CROIX COUNTY COURTHOUSE 911 FOURTH STREET • HUDSON, WI 54016 (715) 386-4680 April 26, 1991 Division of Safety and Building Bureau of Plumbing P.O. Box 7969 Madison, WI 53707 Dear Sir: An on site investigation of the Charles Bentley property, located at the NE 1/4 of the NW 1/4 of Section 30, T28N-R16W, Town of Eau Galle, St. Croix County, revealed 15 inches of suitable soils requiring 21 inches of sand fill. Should you have any questions, please feel free to contact this office. Since y, James Assist Zoning d i istr7/renj4CN% cj PIP- 1 C 0A CERTIFIED SURVEY MnP BRENT WERNLUND ~ fail - P/`7'3 9 a S _ - c.s m 3~ Township 28 North, Range 4 of the Noast 1/4 of section 251 rthe Northwest fract- Part of the Northeast 1/ of 17 West, Town of Rush River, and also part of the North 1/21 the t of Eau Gall e, ac Croix ~ St. 4 of Section 30, Township 28 North, Range 16 West, Tonal 1/ County, Wisconsin ft. set weighing 1.13 lbs./lin.~ a 5 3 o Indicates 1" x 2~+" iron pipe 4 L I N E I~NPLATTEO LAN_OS NS 11 c 0) S 1 ° 53'07 E 1055.39 p ' r 207--93 MN O u C v O '~s r5 F N W O o O 01 z W 0 O o m '90 co w ~ } a, O N I F _~r } fn Z CO WW - Z U F- W W VJu Sg0 _~yI OI w~ U iA " QOX O MO a I.: F-z0 n WN V Q G O N W U a l I U1J (n Oo W v U. Q:LL Q -X in ~ Q a zZ V • r`Q V. o G 0 W tD W 01 I Z> Q VN N'V) U Z~ O~NX QZ C`N ~O N~ O N WN ~-I J v- Z I S I53-6 258.0 N 0 N:in a) 0 m a' f O F- - F to ~I N Z ~ N W I / O 33.18 24.82 f- 'i Z N 0 0) z V) W N W: co 33. 18' 5'_j o w o O 3m 1 N J Q (A N a.. N 3 O we - I = w W 0 M W I 0 0 a S00° 0'00"E 736.63' WI U N I I O CJ~ '/O Z Cr W V I • o Q W (n I s `9~J 3 JI CC W N ~I N O Q W I' L) v CD O V W Cr I N WI 0 3 1.) I W W O N O I f 0: tn Z _ • U. QVO Z CO C J Q V N J ^ O U. y _ ~p 1\ -WQW O W _N 0 z 0:1 aa).50 z I 0T ~ JJ30 I a I C6 .0 ciaai o ' HMO 61 ZI QZZZ r+ I tilr Q ~..1; 1~ ONON } I..- WI O.. N IO N Q W Z o Z 4 W I z 11 0 0 J d I _ N 'L- V) OD Q N FN-Z" Id ( IO- o WZO M N J' W W O I - ' i ? o N a M -a-~ co z M NI n I.n l co Z n oo _ o. u CO N N ' - N °A O' .1 W Z z IA o m 655.93 h o , 668.8 5' 03 622.85' - O S00° 00 00 E 1316.78 t^F~ OI z _ ' 11 394.45' 61 O z a ' I N 000 00 00 ' E 131 7.08' S0000 O WEST LINE NW FRAC. I/ SEC. 30 361.45 o I•$ I~ SOO. 00 00 E 522.70 S00° 00 00 E 00.00 J v I I~ Z 0 o_ ~ ZI - 3 0O N ~ - 00 OId -1 4 OO O I t 00 o W - I I2 OR 0 p W o 0\111111111111111//////// O O_ y N Z ~t o d N ~D Q O N QI \`\``G„~ ►L ,////i Z V Z z ~I ~ 3 I t APPROWED W JAMES L. °s` _ M M c ? 3: rui o MURPHY E _ N 1 . 81982 N '0. cc a N S o N l O 4 Z- h SE P t0 Q1 0 0 r„ O M S Ip N 41 L; W RIVER FALLS, 0 N M WI CvU;'jTY o 0 O ~ zh OMPREHENSIVE PO KS PLANNINO ,sSo~~ IM z O AND ZONING GOMM7TTEP I Q1 a /IIIIIUIIH1111 O Z-_ 1317.76! J 1400* 01 38 W z jLNPj.ATTEO LANDS 5 page 1212 Vol. Certified Survey Maps C 'n