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008-1098-95-350
^a'JVisconSin Department of Commerce PRIVATE SEWAGE SYSTEM 5a!ety and BtSilding Division INSPECTION REPORT GENERAL INFOR141ATIOwV (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. PermifxHolder's Name: City Village X Township Gokey, Josh Eau Galle, Town of CST BM Elev: Insp. BM Elev: BM Description: ,,~/~ TANK INFORMATION TYPE MANUFACTURER ~~,qS J' CAPACITY Septic f ~ ~ Dosing Z~J ~~~ AeFe4ien F."1~.:.~_ pp ~~~ ~teC~.. ~ ~ rj Holding TANK SETBACK INFORMATION en o u na e ep Ic i y ~ r~i~- JL ! s osing ~ ~~ ~ /~~' J .Z t ! ~ era ion o mg PUMP/SIPHON INFORMATION ~ ~/ anu ac urer c eman ~ ~ ~ GPM ~~ o e um er 3~~ ~/.(o ~~~ i ~.$t nc ion joss ys em ea 3, ~ •~ S,~L orcemain eng ~ la. y ~uiL. Atssurcr I lurv a>i ~ I cm ELEVATION DATA County: St. Croix Sanitary Permit No 488269 0 State Plan ID No: Parcel Tax No: 008-1098-95-350 Sectionlrown/Range/Map No: 35.28.16.531 A40 STATION BS HI FS ELEV. Benchmark (~• I ~ /Ga. 11p /~ Alt. BM Bldg. Sewer Il.ZS S~'-`~t t/ t net iZ_brd ~~ •Y~ t ut et ne \, 0 om ea er an. << ~ /~ ~ ~3 is . ipe /• ~ /aD.. ~ o. ysem ma ra a D, ~ /a~l ~~ over ~:~~. C~,~ irl ~ ~5 /~I.73 ~, s~ ~a , ~ o»ti~~s,T Z zb 9'7. DIMENSIONS ~ I .7 S ~ ~~ ~~ ~ `• INFORMATION CHAMBER OR ~ , ~ ~b `~ 7 ~ n N-~ i , ~ /~ UNIT ~ ~ . UIJ 1 Rlw 1 IV17 J 1 J 1 Llrl ~ ~ / JG 1 t t Length ~ Dia 1 Z Pipe(s) 31~ 7 1 ~.,' 'r ti / Length ~ Dia Spacing ~ 5 ~ 1 3Z / z- 37 ,~~Q G,ln.~,...,,,1~ ~i wl~ vvv ~r~ x rressure aysterns ~nry xx wwunu v. r,~-v~uuc ~y~«•••~ ~..•~ Bed/Trench Center ~ ~ ~ ~ 1 Bed/Trench Edges \ Topsoil 1 ~' ~ ~s No n"' ~es No COMMENTS: (Include code discrepencies,.persons present, etc.) Inspection #1: V / `-~- / c.+~ Inspecuon ~~: ~ ~_ ~(~~ rtz. Location: 2506 St. Croix~Pierc Road Sp/r~ing Valley, WI 54767 (SW 1/4 6W 1/4 35 T28N R16W) NA Lot 6 ( I P.arcel~jNo: (35.28.16.531A40 1.) Alt BM Description = ` '1 ~~ I..OJ~~~ ~~;~'.~ ~-- ~~a5~ ~t'^"~.~"V~ 1~n""~. d!`)~ ~~ 2.) Bldg sewer length = ,Z ~-•t^'f-k^-~ C'~`1. '~h?"^".,C~' ~-' I`od~'S - amount of cover = ~ / 3.) Contour = 3 Plan revision Required? .Yes ~ NO ~ - - -- --~ - _ Use other side for additional information. ~~ I ~ ~ i ate [ SBD-6710 (R.3/97) insepctor's 3a~ 7~ ~~Cert. No. Saiecy and Buildings Division Caarrty ` 201 W. Washington Ave., P:O. Box 7162 , /~~~~,~ Madison, WI 53707 - 7162 Sanitary Pemrit Nun, er (w b filled in by Co.) (~) 266-315 De artment of Commerce Sanitary Permit Application State Phm LD. Nmnbar ~ ~ /s / V >n accord with Comm 83.21, Wis. Adm. Cade persorsal iofotmation ~ 1 ~' S may be used fa secondary purposes Pmracy law, s15.04(lxm) Address (rf differart mail' address) r n , ~ I. Application Information -Please Prime AQ Information R ~ ~ ~ ~ V E [` ~~ ~~ '" J, i r r ~ ~[ Property Owner's Name Block # Lot # # ,~ ~_.~ 1, 1.7 J L 0 O C] ~ ~J ~ ~ r ~ Y,/ ~ ~y 'e`_ sMarlmgAddress ~ ' S`3~ ~~ 7 6 ~ ST. CROIX COUNTY .s ~~~ti Section state ci Code z ty, p pe of Building (check all t apply) II . 3 ~K /~~ ~1" or 2 Family Dwelling - Number of Be~aoros ({~j~ j Subdivision Name CSM Number ~ p ~~ ~ ~ ` ^ PublicJCommercial- Descrbbe Use ^ State Owned -Describe Use ^City ^ Vil ®'1'ownship of ~~-L/ _ IIL Type of Permit: (Check anty erne 60= on 1me A. Comph~e line B if applicable) A. il~'Flew System ^ Replacenent System ^ TreatmenUHokling Tank Rgrlacwent Only ^ Other Modification to Existing System B. ^ Permit Renewal ^ Permit Revisron ^ Change of ^ Permit Trier to New I,isT Previous Permit Number and Date Issued Before Expiration Flambe Owner rv. T of PoW'I'S 3 Cheek au that a C ^ Non -Pressurized ln-Ground ^ Mound> 24 m. of suitable soil LT Mound < 24 itr, of snitabk sort ^ At-Grade ^ Side Pass Sand FilOu ^ Conswcrood Wetland ^ Pressurrad In-Ground ^ Folding Tank ^ Peat Fitirr ^ Aerobic Tnxunart Unit ^ Recirculating Sand Filter ^ Recirrxrlating Synthetic Media Fitter ^ Leaching (mamba ^ Drip Lime ^ less Pipe ^ Other (explain // V. Dis reatmentAt~ea Information: Q.O Design Flow (gpd) Design Soil Application Dispersal Area Required (sfj Dispersal Aran ed ( System Elevation VI. Tank Info Capacity in Total Number Manufacturer Site Steel Fiber Plastic Gallons Ga11oaS of Units Concrete Constructed Glass Tacks Tads / ~.S OL I ` /'' 1 ~' v low Dosirrgc6~ar ._ ~ ad / Gvi VII. Responsibility Statement- 4 the andersigacd> assaase s24poasib far iasta0atioa of the POWTS shown on the attached pons Plumber's Name (Print) Pl s ~ dr~/A9PRS Number Busir-ass Phone Number B air O T/.r 6^` d®Gv Plumber's Address (Street, City, Zip ) ,~~,z~F zF~ car o !- tlTv- vm. o®n !D artment use Oa Approved ^ Disapproved Sanitary Permit Fce ' odes Groundwater Date Issued ing t~S~tu Stamps) ~ V ^ owner Gives Reason for Denial / - ..y,', ~ ~ S~~ ~j~,, IX. Conditions of Approval/Reasons for Disspprtival 3 I `"_ ~ _ ER ~ G r/ ~ : f.t~ SYSTEM OWN 1 Septic tank, effluent filter and /0, ~..L ~ ~ ` ~ Gtik ~~7~~ ~~~ dispersal cell must all be serviced /maintained ! ement plan provided by plumber. J IO ~ ~~ ~r~v~ as per manag All setback requirements must be maintained ® ~,2~ ~ . S UYC. 2 . as per applicable code/ordinances. Attach toropkte picas (to ttk cosmry Dory) for me system ao paper nor rasa man sue : as mcom sa ame ~~ ~Vh-.. SBD-6398 (R. 01/03) r Safety and Buildings Division qty ' 201 W. Wa~tingbon Ave., P:O. Box 7162 f ~~~~~~~ Madison, WI 53707 - 7162 a filled in by Co.) Sanitary Perntit Num ber m (~) 266-3151 ~ / 1 / De artment of Commerce 0 L.,Y~ Sanitary Permit Application State Plan L . Numberr ~ ~ p / ` ~ ~ In accord with Comm 83.21, Wis. Adm. Code, personal infotmatian you ptvvide D { J may be used fa secondary purposes Privacy Law, s15.04(lXm) Project Address (if differertt than mailir-g address) I. Application Information -Please Print AD Information ' ' S y , so Property Owner's Name p Parcd # Q _ O ~ ! _ ~ ~-, ~i •. / ~ u ` .+ Zo Pro Owner's Mailing Add >'~y Location ~yti ~~011 ~s ~ ~/~ City, State Zip Code Phone Number ' T 1~ N; R~E or~ ( k l that apply) - e of Buildin T g yp ~j ,/ ber of Bedrooms ~ O "~ "~ 2 F il Dwdlm N US 1 Subdivisi~ Name CSM Number g - um or am y nn l~ ~ ~7%/~<v -- ^ PublidComrt>ercial -Descn'be Use Gxi~vL ^ State Owned -Describe Use ^City ^ Village ^Township of III. T ype of Permit: (Check only one boi on )rime A. Complett fine B if applicabk) A' [Q'New Systertt ~--' ^ Replacement Sysbern ^ Treatmcet/Holding Tack Replacement Only ^ Other Modification to Existing System B. ^ Permit Renewal ^ P«mit Revisiwn ^ Change of ^ Permit Transfer w New List Previoas Permit Number and Date Issued Before Expiration Phnnber Owrrex IV. T of POWTS S m: Check aB flat s ^ Non -Pressurized In-Ground ^ Mound >_ 24 in. of suitable soil Mound < 24 in. of suitable soil ^ At-Grade ^ Side Pass Sand Filter ^ Construc0ed Wetland ^Pressurized ln-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatmertt Unit ^ Recirculating Sand Filter ^ Rexirculating thesis Media Filter ^ Chmnber ^ Lirre ^ Pips V. Dis rsaVl'reatraeatAreer Information: q- Design Flow (gpd) Design oil Application Rate(gpdst) Dispersal Area Rewired (st) Dispersal Area Proposed (sf) System Elevation S'd /. ~ ~~/~ ,~ 5d S-rJ goo. VL Tank Info Capers' in Tote! Number ufacturer Site Steil Fiber Plastic Gallons Galkars of Units Concrete Constnrcted Glass Tanks Tanks OL OG Sapric or Holdms Tank ~ -. s/ AemhiaTaatmeat unit °°~ ct,s~ • ~ ~ ~ VII. Responsibility Statement- I, the nndersigaed, as®me respoasib' ' or iesmllataa of the POW7S Iowa oa rite attached phns Plumber's Name (Print) PI s ~ ~/Iv1PRS Nrmtber Business Phone Number ® e! O T/S- 6- 0000 Plumber's Address (Striper, City, Zi ) .ZPz~G zF av o !- ~lTv-- Conn /D rtmeat Use O Approvod ^ Disapproved ~>~5' Permit Fce (includes Groundvvfltet SwclmrgeFce) ~~~ O~' te D~a/te Issued /~ b~ ~~tute ) ^ Owner Gives Reason for Denial l./ - / ' IX. Conditions of ApprrovaUReasons for Disapproval /'„ _ ~~~ ~~ ~ S ~ ~. t.0 ~t ~ ~a~ ~~l // n ~~ /~R~ ~ ~ SYSTEM OWNER: d T.'°L T~~ 1 eptic tank, a uen I er an dispersal cell must all be serviced /maintained <~ ~l~C Nod 2 ~> ~~~//~~ ~ ~~ s ~ /"- " v as per management plan provided by plumber. 2.- All setback requirements must be maintained as per applicable code/ordinances. wmcn rnmpeee puns tro me a:oomy oogl mr we 37s~ as t~~ w• ~ •••m• ^„~ . „ ........... ~..,~ SBD-6398 (R. 01/03) ~~ i as ~~ ,~ a #~ o a .~ m ) o w U a ~ : ~ ^1 •~ spa g ~~ ~~ ~ ~ $ o ~~ ~a ~ ~ ~ ~~ 0. ~ ~~ ~~w ~ ~ ~~ ~~ .~ ~~ ~~ ~~ ~~~a ~ ~ ~~~z~ ~~ ~ -.~. ~~ °~~'°~~ ~ oaM~ ~~ ~~ ~~ ~ o $ ~ N ~~ ~ H ~~ S g a n w ~~ w ~' ~ U w ~ ~ ~s ~ ~ o g ~ ~ ~ ~' ~. ~, M N 11 it -~ s ~ ~ ~ ~~ ~ ~ ~ o ~ ~ commerce.wi.gov isconsin Department of Commerce Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264-8777 www.commerce.wi.gov/sb/ www.wisconsin.gov Jtm Doyle, Governor Mary P. Burke, Secretary June 28,2006 CUST ID No. 221180 DAVID B FOGERTY FOGERTY PLUMBING & PERK TESTING INC 28288 MCKENZIE RD SPOONER WI 54801 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/28/2008 ATTN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 Identification Numbers Transaction ID No. 1278895 SITE• Site ID No. 714087 Josh Gokey Please refer to both identification numbers, Pierce/St Croix Ave above, in all cones ondence with the a enc . Town of Eau Galle St Croix County SW1/4, SW1/4, 535, T28N, R16W FOR: Description: New mound, 3 bedroom residence Object Type: POWTS Component Manual Regulated Object ID No.: 1080009 Maintenance required; 450 GPD Flow rate; 12 in Soil minimum depth to limiting factor from original grade; .System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1) ~ The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Coc and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the .enclosed approved plans and with the component manual(s) / referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Key Item(s) • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle size. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the effluent filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. • The maximum finished slope of the mound surface shall be equal to or less than 3:1 per the Mound Component Manual. Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. *uq Co :/ gEE DAVID B FOGERTY Page 2 6/28/2006 • Surface water drainage shall be diverted away from the system area per Mound. Component Manual. • Materials shall conform to the requirements of COMM 84. • Maintain well and waterline set backs per COMM 83.43(8)(1). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operatio iamb ance of the POWTS. Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 POWTS Plan Re iewe ,Integrated Services (715) 634-7810, (715) 634-5150 , M-f 7:45 am - 4:30 pm pat. shandorf@wisconsin. gov WiSMART code; 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Josh Gokey 3 Bedroom Mound _ Owner's Name: Josh Gokey Owner's Address: W 1618 850th Ave. Spring Valley WI 54767 Legal Description: SW1/4-SW1/4 Sec. 35 T28N R16W Township: Feu t;aille County: St. Croix Subdivision Name: Csm Pending _ w'~ S• Lot Number: Block Number: NA _~~ Nom -, Parcel I.D. Number: i Pendin Plan Transaction No.: Page 1 Index and title % Dom`" - Page 2 Data entry ~aaEs Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications /1 Page 6 Management and contingency plan Page 7 Pump curve and specfications / Page 8 Plot Plan Designer: Dave Fogerty License Number: MPRS #221180 Date: 05/31/06 Phone Number: (715) 635-9809 ~'--' Signature: -+ Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10881-P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) Version 3.11 (R. 06/01) Page 1 of 8 Mound and Pressure Distribution Component Design Design Worksheet Site Infor mation (r or c) R Residential or Commercial Design 300.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150°~) 450.00 Design Flow (gpd) 10.00 Site Slope (%) 97.90 Contour Line Elevation (ft) 12.00 Depth to Limiting Factor {in) 0.60 !n-situ Soil Application Rate (gpd/ft2) (c or e) 2~~ ~3' Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) _ 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) 1 Influent Wastewater Quality (1 or 2) sure Disribution Information c Center or End Manifold 3.00 Lateral Spacing (ft) 4 Number of Laterals 0.156 Orifice Diameter (in) (e.g. 0.25) 2.25 Estimated Orifice Spacing (ft) _ 2.00 Forcemain Diameter (in) 1f0.00 Forcemain Length (ft) 85.60 Pump Tank ElevaSon (ft) 4.55 System Head (ft) x 1.3 14.05 Vertical Lift (ft) 2.51 Friction Loss (ft) 21_.11 Total Dynamic Head (ft) Lateral Diameter Selection in. dia. o tions choice 0.75 1.00 x 1.25 x 1.50 x x 2.00 x 3.00 x Note: Sand fill (D) calculations assume a Table 83-44-3 in-situ soil treatment for fecal coliform of ~= 36 inches. 6.00 CeN Width (ft) Are the laterals the highest oint in the distribution Y network? Enter Y or N If N above, enter the elevation ft of the highest point. 7.03 ftz/orifice Does the forcemain drain back? Y Enter Y or N 16.31 Forcemain Drainback (gal) 67.41 5x Void Volume (gal) 83.72 Minimum Dose Volume (gal) 34.46 System Demand (gpm) ManHold Diameter Selection in. dia. o tions choice 1.25 x 1.50 x x 2.00 3.00 Gallons/lnch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1000.00 Se tic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Concrete Manufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent FIMs_r Information 802.82 Dose Tank Capacity (gal) Pol lok Filter Manufacturer 11.82 Dose Tank Volume (galrn) PL-525 Filter Model Number Wieser Concrete Manufacturer Project: Josh Gokey 3 Bedroom Mound Page 2 of 8 Mound Plan View 1- 1_ .1 Observation Pipe ~ a: K ~5; ."r~^ "q ~. '~ L --- Mound Component Dimensions A 6.00 ft E 31.20 in B 75.00 ft F 9.50 in D 24.00 in G 0.50 ft 450.00 (ft2) Dispersal Cell Area 6.00 (gpd/ft) Linear Loading Rate _t J -1 A _l H 1.00 ft K 12.28 ft z 16.68 ft L 99.55 ft J 7.60 ft W 30.27 ft 1700.89 (ft2) Basal Area Available 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 101.69 (ft) I ....... 99.90 (ft) --~ ~ ' ~ Dispersal Ceil Elevation 'i ~I H Dispersal ceu ~ 100.40 (ft) Lateral ~T~ Invert D ;~3 ~ 10.0 °~ Site Slope Shading Key n1 _ Topsoil Cap ••••• Subsoil Cap ASTM C33 Sand '~~ Tilled Layer ©'~ Aggregate _ ~ 1.5 ft N w ~ Z 0.5 ft c ao Project: Josh Gokey 3 Bedroom Mound Diispental Cell ';' Typica_ I Lateral r,^ ~. F--- A 97.90 (ft) Contour Elevation Geotexxttle Fabric Cover ~ See lateral details on Page 4 for number, size, and spaang of laterals. F Laterals are equally spaced from the distribution cell's centerline in the ~ distribution Dell (AxB). Page 3 of 8 Center Connection Lafieral Layout Daigram Force main oonneotlon pia tee or Dross to msnifoid at ang point. P •-Turn-upwft~llvrah*aor IFX-'1~ olatanoutplup Holes drilled on the bottom of the lateral. S ,k Number of Laterals 4 Orifice Diameter Lateral Diameter 1.50 in Orifice Spacing (X) Lateral Length (P) 36.74 ft Orifices per Lateral Lateral Spacing (S) 3.00 ft Orifice Density Lateral Flow Rate 8.62 gpm Manifold Length System Flow Rate 34.46 gpm Manifold Diameter Total Dynamic Head 21.11 ft Forcemain Velocity Dose Tank Information Electrical as per NEC 300 and -~ .---- Comm 16.28 WAC Disconnect ~- Laterals k force main of PVC Soh 40 per COfrAM Table fA1.30.8 Laterals are ldMt10 al 7.03 ft~/orifice Locking cover with warning Isbel and locking device and sealed watertight ~4 in. min. Tank component is properly vented Wieser Concrete Ca aci 602.82 Volume 11.82 Manufacturer Gallons gaVinch A B C D Dimension Inches Gallons A 32.92 389.08 B 2.00 23.64 C 7.08 83.72 p 9.00 106.38 Total 51.00 602.82 Alarm Manuafacturer S. J. Etectro Alarm Model Number 101-01H Pump Manufacturer Goulds Pump Model Number #3871 EP05 Pump Must Deliver 34.46 gpm at 21.11 ft TDH F- ARemate outlet location Forcemain diameter ~ 2 in. Weep hole or anti- siphon device P~um~off elevation (R) 86.35 ink elevation ft 85.60 Project: Josh Gokey 3 Bedroom Mound Page 4 of 8 Mound System Maintenance and Oaeration Slpecifications Service Provider's Name ~-County Sanitation _ Phone 715 386-0114 POWTS Regulator's Name St. Croix County Zoning Office Phone 715 386-4680 System Flow and Load Parameters Design Flow -Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow -Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ftz Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Conform >10E4 cfu1100 mL Service Frenuencv Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other Ins ct and/or service once eve 3 ears Should ins ect and clean at least once eve 3 ears Test once eve 3 ears Should test month) Laterals should be flushed and ressure tested eve 1.5 ears Ins t for ndin and see a e once eve 3 ears Mlscellansous Constructjon and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and muk:hed to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished •~~~~~~~~~~~~• •~~~~~~~~~~~~~• Grade 6-S" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral ~ l Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Josh Gokey 3 Bedroom Mound Page 5 of 8 Mound System Management Plan Pursuant to Comm 63.54, Wis. Adm. Code This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no kmger used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be insped~ed for water tightness and soundness. Access openings used for senrvce and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent axidental or unauthorized entry into a tank or component. 3eotlc Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet finer shall be assessed at fast once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the finer when removed from its encbsure. If the filter is equipped wkh an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennal assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by fhe Department of Commerce. Prxno Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is instaled within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution 8vstem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Colo weather installations (October-February) dik3ate that the mound be heaviy mulched as protection from freezing. influent quality into the mound system may not exceed 220 mglL BODg, 150 mglL TSS, and 30 mg/L FOG for septic tank effluent or 30 mglL BODE, 30 mglL TSS, 10 mg/L FOG, and 104 du/100 mL for highly treated effluent. Influent flow may not exceed maximum design fknu specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice togging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal Dell shall be chedked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contlnoencv Ptan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper opereting condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound comporrer-t fails to akxept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically togged absorption and dispersal media, and related piping, and replacng said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Josh Gokey 3 Bedroom Mound Page 6 of 8 Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT Page 1- of 3 m accoraance wun wnun oa, vv~s. r+um. wue -- County S'~ C~~~ Attach com lete site 81/2 x 11 inches in size Plan must lan on er not l th p p . pap ess an inGude, but not limited to: vertical and horizontal reference point (BM), direction and o Parcel I.D. ry f ` c~1 ~~ Barest road. percent slope, scale or dimensions, north arrow, and location and di nce t ~/ 3~ v Please print ~Ihaaformation.....~.~ viewed ate ~ Personal information you provide maybe used f r secoqu@5~~ ~ _ _ . aw, .04 (1) (m)). ~ G~~l'1/h ~ d Property Owne r roperty Location rA 1 '~Qb- /e l~ Q. (d1 Q., ~~+,; 1, ~. ;' Ii~u govt. Lot SrN 1/4Stf~ 1/4 S.~5 T~ ~ N R l ~ E (o W Property Owner's Mailing Address i.ot # Block # Subd. Name or CSM# City State Zip Code ------- City ^ Village O'I`own Near t Road f I rim Val~2 (,t~C <Sy (71S) 77g-S76C? tau. ~~/~e ~~er~P St ~.P6/ ~ew Construction Use: residential / Number of bedrooms ~ Code derived design flow rate 7 GPD l -Describe: ^ Replacement ^ Public or commercia ,I ~ T Parent material ~~'~ S.S OtJ~ I" I `~ ~ ~ Flood Plain et©vation if applicable /UiT ft• General comments ~~ ~e 6Qe r Fc~ ,~ ©~ ~e ~~~ ~ °~y SG`"~ C.ca`Cx.~r U and recommendations: ~~ ou-~ c~ S s~~~ ~(-~~, ~ g, 9 -~~ ~ ~, ~ .~--- ^Boring Boring # 1~ Pit Ground surface elev. 9/~~S ft. Depth to limiting factor ~ 3 in. Soil A lication Rate H i th D Dominant Color Redox Descri tion Texture Structure Consistence Boundary Roots GP D/fP zon or ep p in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 /~ ~ - 13 (o -- // 2 w. sbk ~( iw /I ~ ~ f , ~ S f2 ~ V1~ 3 p s ~s ~ I o ~IfL ~' SC L 1 it c= S 6~ rn i . ~ '3 t~ . -~ ~ R,,...,,, ~ ^ Boring L ~ J l~Pit Ground surface elev. y~_ft. Depth to limiting factor 1 ~' In. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 !f /vF - la 1 o`1R s !l ~ :~ -fir ~ It (o . g' 3 ~-~8 !i7 ~! %~ , s e~~ 5 L. rn~~ c.~ /~ 1uF , Ce 1, a 1 -3 ~ , ~ ~, , s- •i ~~ ~ ~ s-b ~ v~ u~~i - , ~ , 3 61 'Effluent #1 = BOD > 30 < 220 mg/L and T5S >30 < 15U mg/L - tmuem ~z = nvu ~ 3u mgn. arw i ~~ ~ ov ~ ~Ky~ CST N e (Please Print) Signature CST Number Address Date Evaluation Conducted Telephone Number \ ~.~ 8--~`~y ~7~-3278' ~~1~~~ 77ofti,4tre. s ~-~~ ,~~ e >~ Property Owner N Q r ~ av. ~~- I A ~ Parcel ID # Page ~ of 3 Boring # ^ Boring p~ it Ground surface elev. ys. y ft. Depth to limiting factor ~ in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f~ in. Munsell Qu. Sz. Cont. Color z. Sh. Gr.~S f#1 'Ef 'Eff#2 (~ ~ - - ~ al rr U C 5 ~ V ~ W , vK t (c~ / . (o ~ ~-~ ~ ~l Sb .. ~~ ,~ (( C3o l U Boring # U Boring ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring Boring # ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ` Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 = BODb < 30 mg/L and TSS < 30 mglL Tile Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. ti Ii D-833fj (R.07/00) r ' C~ w ~1 ~ ~- , ~ Nay- ~av~ ~u ~ ~e~_ ~'. S ( ~e~1v.~e GTe~geS~~~_ ~ab~~~ ' V '~~ /~/~C ~~ Pr o ~pc~S~e PUS ~, 3 of .3 II I (~ /J ~kc.ep~ ~}s .~I~~Wrt - 70 ~Sz~f~ Sfr-~,~ r r c ~~ a c ~~ ~~ 9 ~~P'1_ l od. oa ~ ~ P. P ~ ~ j ~ PJ~ a~ ~ ~ ~~~~ s~ ~~~~~~~ \ 4,~/\ ~ '~' `~~ x'04\ s9o \ `~ (1 s~ B , ~'l #~ I (~, 3 D .~D~ ©~' ~" RUC ~P~p~ ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer / ~s ~ Go~t~_ Mailing Address G, ~~ !R ~,~'O ~-'' ~, Property Address ~ 5 ~ ~ vs~ ~~d ~ ~ _ ~ ~ U i~ ~'~ (Verification required from Planning & Zoning Department for new construction.) City/State ~ Parcel Identification Number ~QJ~-/pq~ g,r < 3Sa LEGAL DESCRIPTION Property Location Sk> I/4 ,Stu '/4 ,Sec. JS , T 2~ N R~W, Town of /,c~lR-k ~itLU~ Subdivision ~//~' ,Lot # ~_ Certified Survey Map # 7qi ~~z ,Volume / g` ,Page # Yy~ 9 Warranty Deed # ~OS~`~-5 7 ,Volume .2~~L ,Page # ~3 Spec house yes ~ Lot lines identifiable ~ no SYSTEM MAINTENANCE AND OWNER CERTIFICATION ~i~"- YQ3 = G a33 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 pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department 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/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms 3 ~^ ' SIG OF APPLICANT(S) ~/ ~/_~ DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. *** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/OS) _- Parcel #: 008-1098-95-350 07/11/2006 04:24 PM PAGE 1 OF 1 Alt. Parcel #: 35.28.16.531A-40 008 -TOWN OF EAU GALLE Current '~ X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 04/11/2005 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O - GOKEY, JOSHUA W JOSHUA W GOKEY W1618 850TH AVE SPRING VALLEY WI 54767 Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description SC 5586 SPRING VALLEY SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 3.500 Plat: 4969-CSM 19-4969 008-05 SEC 35 T28N R16W PT SW SW FKA LOT 1 CSM 3 Block/Condo Bldg: LOT 06 13/ 708 (19.680AC) EZ-U-1499/260 FKA CSM 16/4313 LOT 4 (10.680AC) BEING CSM Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 19-4969 LOT 6 (3.5 AC) 35-28N-16W SW SW Notes: Parcel History: Date Doc # Vol/Page Type 09/06/2005 805457 2882/73 WD 07/22/2005 801190 2849/431 WD 04/11/2005 791962 19/4969 CSM 06/17/2002 681925 16/4313 CSM 9(1f1R CI IMMARV Bill #: Fair Market Value: Assessed with: 0 Valuations: Description Class Acres RESIDENTIAL G1 3.500 Totals for 2006: General Property 3.500 Woodland 0.000 Last Changed: 07/06/2006 Land Improve Total State Reason 25,500 0 25,500 NO 05 25,500 0 25,500 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ' Parcel #: 008-1098-95-325 06/28/2006 01:25 PM PAGE10F1 Alt. Parcel•#: 35.28.16.531A-30 008 -TOWN OF EAU GALLE Current ~X'; ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 04/11/2005 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O -FALDE, HARLAN HARLAN FALDE 307 SABIN ST 7 SPRING VALLEY WI 54767 Districts: SC =School SP =Special Property Address(es): " =Primary Type Dist # Description SC 5586 SPRING VALLEY " 2512 PIERCE/ST CROIX RD / ~1~1„n SP 0100 CHIP VALLEY VOTECH , „ ^ /,~ > ~l/`f~ Legal Description: Acres: 7.180 Plat: 4969-CSM 19-4969 008-05 SEC 35 T28N R16W PT SW SW FKA LOT 1 CSM Block/Condo Bldg: LOT 05 13/3708 (19.680AC) EZ-U-1499/260 FKA CSM 16/4313 LOT 4 10.680AC) BEING CSM Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 19-4969 LOT 5 7.18 AC) 35-28N-16W SW SW Notes: Parcel History: Date Doc # Vol/Page Type 04/11/2005 791962 19/4969 CSM 06/17/2002 681925 16/4313 CSM 9MR CI 111AMARV Bill #: Fair Market Value: Assessed with: . Valuations: Description Class Acres 0 Totals for 2006: General Property Woodland Land Improve Last Changed: 02/20/2006 Total State Reason 0 0 0 0.000 0.000 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category 0 0 Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 D~rrnl f~• nnQ_~naQ_o~_~nn 07/11/2006 04:23 PM PAGE 1 OF 1 Alt. Parcel #: 35.28.16.531A-20 008 -TOWN OF EAU GALLE Current ', X_' ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 04/11 /2005 00 5 Tax Address: Owner(s): O =Current Owner, C =Current Co-owner O -FALDE, RETIRED RETIRED FALDE Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description SC 5586 SPRING VALLEY SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 10.680 Plat: 4313-CSM 13/4313 FKA CSM 13/3708/02 SEC 35 T28N R16W PT SW SW BEING LOT 1 CSM 13/3708 19 680A EZ U 14 Block/Condo Bldg: LOT 04 . - - C 99/260 BEING CSM 16/4313 LOT 4 10.680AC CSM 19-4969 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) TAKES ALL 35-28N-16W SW SW Notes: Parcel History: Date Doc # Vol/Page Type 06/17/2002 681925 16/4313 CSM 9f1nB CI IMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Description Class Acres Last Changed: 02/20/2006 Land Improve Total State Reason Totals for 2006: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Total 0.00 Special Charges Delinquent Charges 0.00 0.00 U. 2882P 0?3 DOCUMENT NO. WARRANTY DEED This Deed, made between William P. Foley, a married person, Grantor, and Joshua W. Gokey, ~StM~~ AU'.SCI?, Grantee, WITNESSETH, That the said Grantor, for a valuable consideration conveys to Grantee the following described real estate in St. Croix County, <'~ State of Wisconsin: 6te~S45~ KATHLEEN H. IiALSH REGISTER OF DEEDS ST. CROIX CO.. NI RECEIVED FOR RECORD 09/06/2005 09:20An itARRAHTY DEED EXEN~T # REC FEE: 11.00 TRANS FEE: 170.70 COPY FEE: CC FEE: PAGES: 1 RETURN TO: SCAT 252 S. Knowles Ave. New Richmond. WI 54017____ Tax ID No. 008-1098-95-300 Lot Six (6) of Certified Survey Map recorded in Volume 19, page 4969 as Document No. 791962 on April 1 1, 2005, being located in part of the Southwest Quarter of the Southwest Quarter (SW'/,/SW'/,) of Section Thirty Five (35), Township Twenty Eight (28) North, Range Sixteen (16) West, Town of Eau Galte, St. Croix County, Wisconsin. This fS trbf' homestead property. Together with all and singular the hereditaments and appurtenances thereunto belonging; And Grantor warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except easements, restrictions and covenants of record and will warrant and defend the same. Dated this 29th day of August , 2005. (SEAL) (SEAL ) AUTHENTICATION Signature(s) authenticated this _ day of 20 TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by§706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY LOBERG LAW OFFICE Robert L. Lobero (Signatures may be authenticated or acknowledged. Both are not necessary) ig/sw ~~~e:.s%(~lai~. 7 ~ -~~ (SEAL) William P. Foley ACKNOWLEDGMENT (SEAL) STATE OF W ISCONSIN } } ss. COUNTY OF St. Croix } Personalty came before me this 29th day of August , 20 05 the above named William P. Foley to me known to be the person wh ecuted the foregoing instruma~t~;~~ a no edge the sa ; , nil No ary Public County, Wi ,)'Nj~ ~~~.~./ V Commission is permanent. (If no1,•~late,. „ ~,/~,:;: ~ z 4 expiration date: //~.3D- Olrl - ~y~,~.pQ~.,~' ..se~.~ ..:..~•E' Q ~~: S' f a'=Tii ~~~ "^i '~`" i ~~ l~Q ~ 9 1 9 E~ "~-" VOL 19 PAGE 4969 KATHL~1'A H. K7-1.~A. REGISTER DF DEEDS ST. CRDIX CO. , MI RECEIVED FOR RECDRG 04/11/2005 02:15Pft ~urY r tt: :I. Sao CER TIF~IED SURVEY 1~~ f~ LOCATED IN THE SW 1/4 OF THE SW 1/4 OF SECTION 35, T28N, R16W TOWN OF EAU GALLS, ST. CRDIX COUNTY, WISCONSIN. r `" w ~ ~ ~. `2 :a :~ b :r :a b :H sw cae. CAL1AiKiNGMI PREPARED FOR+ HARLAN FALDE z V 1/4 GAR QF S1EG 35 (RAILROAD SPIKE FOUND -- FrrrING rlES~ LOT 3, C.S M. I ro ro ( VOL.16 PAGE 4313 ` ~ S 87.39'52'£ 651.61' N 133.08' c ii 4 100' = 2 = ~-. I:2 I N :2 ~'~ w ~ ~ Z _ c w n I: {~ ~ ° ~z A~ ~ :~ y ` : b •~ ~ ~ ~ ~ S 871.3 NOTES BEARINGS ARE REFERENCED TO THE SOUTH LINE DF THE SW 1/4 <ST. CRDIX COUNTY COORDINATE SYSTEM). PETROLEUM LINE. BLANKET - EASEMENT VOL.336, PAGE 208. LDT 5 7.18 ACRES 312,645 SQ. FT. 6.73 AG EXC. R/~ 293,575 SQ. FT. BUILDING 389 82' v ' ~ 356.74' ~-- 133.08 ` n lr ~ ~ ~ IOD' :LDT b Z~ ~ ~ 3.50 ACRES o ~, ~ r°t°, ~ 152,461 SQ. FT. = o ~ w ? 2.94 AC. EXC. R/W ~ ~" ~ w ~ 127,887 SQ. FT. ~ ~33 I 33~ m I `o '........... ~~~ ~ ~ ............................. SETBACK INS t F-~EniD ~ = SET 1' O.D. X I8' IRON PIPE NEIGHING I.13LBS PER LINEAR FOOT. ~ = FOUND I' O.D. IRON PIPE 1' = 150' O 75 I50 300 Vol 19 Page ~ 1 DF 2 2004077 TF-tIS INSTRUMENT DRAFTED BY JIM WEBER ~'.,.. ~< o . :~ ~ :O Cv ; -1 :;v ~a :~ :n :~'1 'y ;~ 3 ~o I , I N 87.26'09'W C!1 ° ' 32 ' V 618.1 ' -- r .44 356.85 ! --~- 2612 32.00' _ 389. 9' _ 261. O' w N 87'31'5 ---7 I ~' N_87.31'S3'W_651.09' _ w 1952.60' S'E~ 2603.69 .PI€RC£-ST. CRDIX RQAD _ SOUTN LINE OF THE SW 1/4 ~ ~ ,, _ .... UNPLATTED LANDS ............................. S 1/4 COY? OF' SEG 33 lP.K. NAIL POLAND FITTING TIES? N 0 -A w ro ~ ~ v~ rn ~ ~, o; ' JAMES M. ` NfEBER i~1AIDt AI~ItY~l01A~LLEY, VYI i JAMES M. ~`~-1804 LANDMARK SURVEYIIVEi, INC. DATED ~ - 3d - -\ . 68 1 925 VOL 7 6 PAGE_4313 `"""" REGIETfiR OF DEEDS ~~S{'+~{(~'V~~ ~ ~ ~ ~ ~ ~ ~ ST. CROIX CO. ~ NII sr, caotx couNrY PIB~~~r^ ~,,,,~;,~ and p~r!ce Gnmmitte0 ~ 2 ~ ~ + RECEIVED FOR RECORD ~uN ~. s 2oa2 ~a 0~-17-2002 10:15 A n....._ -~..,~. a CERT7FTFn SURY$Y "'-~- r REC FEE : 13.00 fi itot rE~uroea wu~~~in 3L auys of , Approve! gate approvi~t shall de COPY FEE: 3.00 n,,,~~.,,i~m;d CERTIFIED SURVEY MAP` .:' PAGES: 2 LOCATED IN THE SW I/4 OF THE SW I/4 OF SECTION 35, T28N, R16W, TOWN OF EAU GALLE, ST.CROIX COUNTY, WISCONSIN. BEING LOT ONE OF THE CERTIFIED SURVEY MAP RECORDED IN VOLUME 13 OF CERTIFIED SURVEY MAPS, PAGE 3708. PREPARED FOR: HARLAN FALDE 9EARINGS ARE NW COR. SW-SW (1/~ N ~I41 cn' ae roles ~.co :N ' :~ 3 ._ ~; W 1/4 CORNER OF SECTION 35. (RAILROAD SP 1 KE FOUND FITTING TIES). REFERENCED TO THE SOUTH LINE OF THE SW I /4. (ST. CRO 1 X CO. COORDINATE SYSTEM). UNPL.ATTED., LANDS /- APPROX. 4' S. / OF E-W F/L S87°40' 04"E 652. 14' `r- 33. 08' 619. 06' 33' LOT 3 o z ~ 9. 00 ACRES o W °- 392, 092 S0. FT. '" U8'y 54 ACRES EXC. R/W I~ 372,193 SO. FT. .~.9.T...l G... S8~°39' 52"E 651.61' NORTH L 1 NE SW-SW I ~ ................... .......... NW,-SW NE-SW SW-81Y : SE-SW ~-- APPROX. 2' S. OF E-W F/L AND APPROX. !4' W. OF END POST o ~~ ~O~r •W. . N PETROLEUM L / NE N ~ AS LOCATED. BLANKET 'C EASEMENT RECORDED ;~ m !N VOL. 336 PG. 208 ~ .i-- ST. CROIX COUNTY :D ro REGISTER OF DEEDS ;~ . C °I 'Z U :~ ~r ~ ~~ :~ ~ ~ :~ ~ I :m :~ m ~ D ~' W :z = ~~ v ~, N ,. ~ ~~ ~~ 33.08' 618. 3' ~ v P p P :•~ ---- : Ri H LOT 4 r ~ .l,o.T..z :o g I :x c`, o t 0. 68 ACRES & 32Q' ~r '' ~ :~ 465, 108 S0. FT,~cz~ ~.•• ~ y 'r' ~' I U ~ ~,. ~ ~ 9. 68 AC. EXC. R/W ~,,~ P Q. ~' v ~ ;N ~ ~Nw ~~ 421, 461 S0. FT. ~ ~ ~ c_ w : o ~ 0 .y~ ~ \ o> ~`~ ~ m m 1 ~ ' ~ • DR ! VE ~ ~" f 2 ~ ~ ! 00 ; Q ~ cis ~' ~~ SETBACK LINE °f 0 SE COR. _, ~ N8T 26 09_W X618. I !' SW'-SW ~~ N8T°31' S3'W 651.09' ~ ~N87°31' - '~ .-- SW CORNER OF SECTION 35. 53 W /953.27' ( ALUMINIUM MONUMENT • . P ~ ERCE-S T. CRO I X„ROAD FOUND). S fi4 CORNER OF SECTION 35. (P. K. NA 1 L FOUND FITTING TIES). tlNP.l..AT.T.~D.. 1, A. N R.S