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HomeMy WebLinkAbout040-1267-70-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division r INSPECTION REPORT Sanitary Permit No: 488109 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Brush Mound Partnership Troy, Town of 040-1267-70-000 CST BM Elev: Insp. BM Elev: Descri tion: Section/Town/Range/Map No: ( ((To" D BM ~jm ( 16.28.19.1459 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM 7 L f7 w 7 ~o l~ Get U14 ` 6 I D i± Aeration Bldg. Sewer J. 3 j o ding St /Ht Inlet I t ut et TANK SETBACK INFORMATION TANK TO P7[- --WEI:E en to it Intake ROAD t Inlet i osmg t ea er /00, Z~ Aeration is . e <r > l /Va 21 o ing 57. ys em S, e ra a ina PUMP/SIPHON INFORMATION anu ac urer eman over c:,c.~y la GPM model um er 1 UN 37- Tr e n ion o s ys a ea - /Ov► ~j ~7 4- 4"l ore i e i. IL A1135ORPTION 5Y5TF-M,/ /Y DIMENSIONS J n,l / O►?!j L INFORMATION CH OR NE`R +•,Y, f'+ti'~-' t' dam, ~ ' ' - .j t.' . i., S~~t~:.. t*.,,:w ff P` ullibEl Pipe(s) T / , 7' Length Dia Length . Dia Spacing i i 0 x Pressure Systems Only xx Mound dOOr At-Gr a Systems Only CU Mull. - Bed/Trench Center Bed/Trench Edges Topsoil r, n Yes_ j No j.] Yes [ No COMMENTS: (Include code discrepencies, persons present, etc.) ion #1: / j!J/ Inspection #2: Location: 564 Chattanooga Drive River Falls, WI 54022 (SW 1/4 SE 1/4 16 T28N R1 9W) lover Statio 5th dd Lot 98 Parcel No: 16.28.19.1459 1.) Alt BM Description 2.) Bldg sewer length= ,r; Vvvl - amount of cover = ¢ • J'• Carwc~ VAKf L" Plan revision Required? L Yes r"o Use other side for additional information. Z~' SBD-6710 (R.3/97) Safety and Buildings Divisio County ` 201 W. Washington Ave., PLO Bo 7162 AIR Madison, WI 5370 62 Sani Permit Number (to be filled in by Co.) (608) 266-31 0 D e erc u Sanita ermit Application late Plan I.D. Number In accol tith 0t*83.21, is. Adm. Code, personal information you providet 'Tf- ZT 1 O ~O " S . t x~ may bl used for sec dary purposes Privacy Law, sl 5.04(l Xm) Project Address (`if different than mailing address) 1. Ap licati I i ease P ut All Information C.hc~ 1 I0. Nom c~ Pro P`'arcpl # t I! Block q ( J r~5h (3L4-V!' Berl y~,er5 D ~ PP.~C Property Owner's iling Address 14 Property Location City, State DoX X/ A1_6 Zip Code Phone Number S ''Section ~_0 New ; S . 1 7rs its a3d~ T ),IYN; R_L~6 o W II. Type of Building (check all that apply) t~ y~,,q 1 or 2 Family Dwelling -Number of Bedrooms Subdivision Name CSM Num ~f T~ d ❑ PubliclCommerciat-Describe Use ❑ State Owned - Describe Use ❑City DVillage l Itownship of rp III. Type of Permit: (Check only one box on line A. Complete line B if applicable) p C- 2 - O - Gi70 ,S9 A. New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner tl t! TV. Type ofPOWTS System: Check all that apply) (6U ❑ Non Pressurized In-Ground R Mound > 24 in. of suitable soil Mound < 24 in. of suitable soil ❑ At-Grade 11 Single Pass Sand Filter ❑ Constructed Wedand ❑ Pressurized "round ❑ Holding Tank C1 Peat Filt6 A is T intent unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter El Leaching Chamber ❑ Drip Line vel-less Pipe Other (explain) V. Dis ersalfrreatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpdst) Dispersal Area R aired (sf) Dispersal Area Proposed (sf) S Eleva tion ~co (000(pC3o # af S VI. Tank Info Capacity in Total Number Manufacturer Uftefab Site- Steel Fiber Plastic Gallons Gallons of Units W Constructed Glass New Existing Tanks Tanks Sepri Holding Tank i~ ' :o(D 1 ( < dS' Aerobic Treatment Unit Dosing Chamber r 1 v VH. Responsibility Statement- L the undersigned, gnw* responsibility for ins of the POWTS shown on the attached plans. umber's Name (P ' ) P s Sign turn RS Number Business Phone Number Plumber's Address (Street, City, State, Zip Code) VIII. Coun evartment Use Only LA~r Sanitary Permit FeT55r- ludes Groundwater Date Issued ssuing t signature 94o Stamps) Approved 0-PJsappVvd Surcharge Fee} O Reason r ial ,4 _ IX. Conditions p r SYSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all bg serviced / maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code/ordinances. Attach complete places (to the County only) for the system on paper not less than 812 x I I inches in size SBD-6398 (R. 01/03) TAVI , 4eff~fii ! ► j - - -641 4 _ ,6~ OZ I VL. r-A Safety and Buildings 4003 N KINNEY COULEE RD commercemi.gov LA CROSSE WI 54601-1831 TDD (608) 264-8777 i scO ns' www.commerce.wi.gov/sb/ tiepartment of Commerce www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary March 17, 2006 CUST ID No. 220537 ATTN: P 0 WTS Insp ector ZONING OFFICE CALVIN W POWERS ST CROIX COUNTY SPIA 1969 185TH AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/17/2008 Identification Numbers Transaction ID No. 1249806 SITE: Site ID No. 710440 Derrick Construction Company, Inc Please refer to both identification numbers, 564 Chattanooga Drive above, in all correspondence with the agency. Town of Troy St Croix County SW1/4, SE1/4, S16, T28N, R19W ` Lot: 98, Subdivision: Glover Station 5`h Addition FOR: Description: Four Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 1066302 Maintenance required; 600 GPD Flow rate; 35 in Soil minimum depth to limiting factor from original grade; System: EZ-Flow Mound Component Manual, (N.6103), Pressure Distribution Component Manual - Version 2.0, SBD-10706-P (N.01101); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. 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, C'otcl:u stats. APP77"(6 The following conditions shall be met during construction or installation and prior to occupancy or use: DE RTMEIAT Oi Reminders OF E3E' • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manuals listed above. SEE COR17ES • The pressure distribution network shall be sleeved through the 4-inch corrugated pipe located in the EZ-Flow product. One out of every five orifices in each distribution pipe shall be installed at the 6 o'clock position to allow for thorough drainage of the distribution pipe following each dose. The remaining four orifices shall be installed in the 12 o'clock position. All pipes must drain after dosing. • The observation pipes must be located at a junction point between two EZ-Flow products so as not to create separation of the bundles within a product. • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c I I - CALVIN W POWERS JR Page 2 3/17/2006 • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the POWTS installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • Comm 83.22(7) 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. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. • 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, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 C'LZC i Balance Due $ 0.00 J Charles L Bratz POWTS Reviewer II , Integrated Services WISMART code: 7633 (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday charlie.bratz@wisconsin.gov cc: Leroy G JanskY, Wastewater Specialist, (715) 726-2544 I a •T~ EZFLOW MOUND AND PRESSURE DISTRIBUTION COMPON E,%N ~C Residential Application INDEX AND TITLE PAGE < Pe Project Name: DERRICK CONSTRUCTION CO INC. yes Owner's Name: DERRICK CONSTRUCTION CO INC. Owner's Address: P O BOX 445 NEW RICHMOND, WI 54017 Legal Description: SW1/4SE1/4 SEC16 T28N R19W Township: TROY County: ST CROIX Subdivision Name: GLOVER STATION 5th ADD Lot Number. 98 Block Number. Parcel I.D. Number. PENDING Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 EZFlow mound drawings Page 4 Lateral and dose tank Page 5 Distribution media Page 6 System maintenance specifications Page 7 Management and contingency plan,,. Page 8 Pump curve and specifications w, Page 9 Plot Plan COV" ERCE Page 10 Perk Test tvj~Os Page 11 Septic tank/pumpstation specs 7 =~ONDEf~CE Designer CALVIN POWERS License Number. 220537 Date: 03/09/06 Phone Number: 715-246-5135 Signature: Designed Pursuant to the EZFIow Mound Component Manual (N. 06103), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) EZFlow Mound Version 1.2 (R. 02/04) Page 1 of 11 EZFIow Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) i Residential or Commercial Design Note: Sand fill (D) calculations assume a 400.00 Estimated Wastewater Flow (gpd) Table 8344-3 in-situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 =150%) coliform of 36 ind,es. 600.00 Design Flow (gpd) _ 2.50 Site Slope _ 98.25 Installation Contour Line Elevation (ft) E__'__1_# .00 Contour Length Available (ft) 35.00 Depth to Limiting Factor (in) 0.40] In-situ Soil Application Rate (gpd/fe) _Distribution Cell Information 6.00 Cell Width (ft) 3 4, 6, 7. 9, or 10 Only 100.00 = Dispersal Cell Length (ft) 1.00 Dispersal Cell Design Loading Rate (gpafrr-) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) c Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation ft 4 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) (e.g. 0.25) _ 2.00 Estimated Orifice Spacing (ft) = 6.00 fe/orifice 2.00 Forcemain Diameter (in) 180.00 Forcemain Length (ft) Does the forcemain drain back? Y L 88.00 Inside Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 29.36 Forcemain Drainback (gal) 10.42 Vertical Lift (ft) 90.37 5x Void Volume (gal) 6.27 Friction Loss (ft) 119.73 Minimum Dose Volume (gal) 23.19 Total Dynamic Head (ft) 41.19 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x 1.25 x 2.00 x 1.50 x 2.00 x 3.00 x Gallons/Inch Calculator (optional) Treatment Tank Information i 800.00 Total Tank Capacity (gal) W Septic Tank Capacity (gal) ~~36.00 Total Working Liquid Depth (in) .001 ESER _ (Manufacturer 22.22 gaUn (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.00 Dose Tank Capacity (gal) ' POLYLOCK Filter Manufacturer 22.241 Dose Tank Volume (gain) PL525 _ I Filter Model Nu--'-- WIESER COMBO Manufacturer Project: DERRICK CONSTRUCTION CO INC. Page 2 of I Mound Plan View T • J 1/10 B Observation Pipe-::: j A W r t. 5 r 1 i-Mound Component Dimensions Down slop e toe extension made. A 6.00 ft E 7.80 in H 1.00 ft K 7.73 ft B 100. F 12.00 in 1 9.00 ft L 115.45 ft 6.00 i G 0.50 ft J 5.58 ft W 20.58 ft 600.00 (fe) Dispersal Cell Area 1500.00 (fe) Basal Area Available 6.00 (gpd/ft) Linear Loading Rate 10.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 100.75 (ft) G * H I F Dispersal Cell 99.25 (ft) Lateral 98.75 {ft)-► 6" Invert Elevation 1 Dispersal Cell Elevation D E::::::::::.::::::::;:::;:.::.::::::::::: ~r •~z k r/ r}'?1 f.?'S :t 1'~,n ri_<~ .D~.. 98.25 (ft) Contour Elevation 2.5 % Site Slope Typical Dispersal Cell 7 Shading Key Q See Page 5 Geotextile Fabric over 1Q Q Topsoil Cap c 2.0 ft Q Subsoil Cap y ASTM C33 Sand :5 z .:<.:.r::•..;.-• -•~::r9` ~-Li:- 5 `:r„. F Tilled Layer .i 0.5 ft 0 EZFlow Media See details on page 4 for number, size, and spacing of laterals. Laterals are located in the 4° gravity distribution pipes as shown on page 5. Project: DERRICK CONSTRUCTION CO INC. Page 3 of 11 Center Connection Lateral Layout Diagram Place Appropriate Lateral Diagram From Right Below Force main connection via tee or cross to marOold at anq po&K. Laterals are identical S Orifices poirt up, except every 5th one P points down for drayage. S l~Turn-up Ydballvalveor X--+ T-) I LateralsBF~ce main ofF~VCSah40 deanoutplug per COW TaNe 84.30-5 Number of Laterals 4 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.01 ft Lateral Length (P) 49.25 It Orifices per Lateral 25 Lateral End (Z) NA ft Orifice Density 6.00 fe/orifice Lateral Spacing (S) 3.00 ft Manifold Length 3.00 ft Lateral Flow Rate 10.30 gpm Manifold Diameter 1.50 in System Flow Rate 41.19 gpm Forcemain Velocity 4.21 ft(sec Dose Tank Information Locking cover with warning label and locking device, and sealed watertight Electrical as per NEC 300 and Comm 16.28 WAG 4 in. min. Disconnect ------------!!ll---- Tank component is properly vented < Alternate outlet location Forcemain diameter WIESER Manufacturer T_ 2 in. Capacity 800.00 Gallons Volume 22.24 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 18.59 413.39 B 2.00 44.48 Pump off elevation (ft) C C 5.38 119.73 88.83 D ' -10_001 222.40 D Total ~ 35.97 800.00 11 DDose tank elevation (ft) Min. 3" Bedding under tank. 88.00 Alarm Manufacturer ~SPIJ_.._ Alarm Model Number OBSERVER 100 Pump Manufacturer I GOULDS 3_885 Pump Model Number I WE0 5 H~ Pump Must Deliver 41.19 gpm at 23.19 ft TDH Project: DERRICK CONSTRUCTION CO INC. Page 4 of 11 EZFIow Distribution Cell Media Layout 6.00 Ceil Width (ft) 1.50 Sidewall to Lateral (ft) Distribution Cell Cross-section Arrangements Drag appropriate drawing to space heloiv. 6 ftWide Component Legend ® 6" EZFIow Bundle - EZ0601 A, 5 or 10 Foot Lengths 12" EZFIow Bundle - EZ1203H, 5 or 10 Foot Lengths 12" EZFIow Bundle - EZ1203HP, 5 or 10 Ft Lengths O 4" Distribution Pipe With Pressure Lateral Inside 0 Tumup Enclosure - - - - Lateral Distribution Cell Plan View Layout - Typical 6.00 Cell Width - A (ft) 100.00 Cell Length - B (ft) Centel- Connection Lateral Layout Diagram Drag appropriate drawing from left to space below. A-- Force Main 41! - - - 6ft Wide Center Manifold 4V - - - - - - - - - - - - - - - - - - I Mrvinrl Svcfiam Maintenance and Operation SDOClfications  Service Provider's Name CALVIN POWERS Phone 715-246-5135 POWTS Regulator's Name ST CROIX CO ZONING Phone 715-386-4680 System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 118 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1200 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ftz Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once eve 3 ears Effluent Filter Should inspect and clean at least once eve 3 years Pump and Controls Test once eve 3 ears Alarm Should test monthly Pnessure System Laterals should be flushed and pressure tested every 1.5 years Mound lnsp~q for ponding and seepage once every 3 years Miscellaneous Construction 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 EZFIow mound component manual. 2. Dispersal cell media conforms to EZFIow products approved for use with the EZFIow Mound Component Manual approved 613/03. EZFiow media is covered with an approved geotextile fabric. 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 mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished • • • Grade 6-$" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Lateral Ends at Last Orifice Where Variable Length Cleanout Begins Long Sweep 90 or Two 45 Degree Bends Same EZFbw Media Diameter as Lateral 1.26 Feet 4 Distribution Lateral --*14 Lateral Cleanout Project: DERRICK CONSTRUCTION CO INC. Page 6 of 11 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code g2neral This system shall be operated in accordance with Comm 82-84Wis. Adm. Code, and shall maintained in accordance with its' component manuals (FZFiow Mound Component manual 613103 and SSWMP Publication 9.6 (01181)] 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 longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service 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 84nches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, State. 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 fitter shall be assessed at least once every 3 years by inspection. The outlet fitter 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 filter when removed from its enclosure. If the filler is equipped with an alarm, the filter shall be serviced 9 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 113 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next senfte 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 the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verity proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System 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. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not excited 220 mg/L B0D5, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L B0D5, 30 mg/L. TSS, 10 mg/L FOG, and 10" cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flan 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 bast once every 18 months. When a pressure tent Is performed it should be compared to the initial test when the system was installed to determine if odfice dogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shalt be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. ContintlenclrPlan 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 operating 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 component falls to accept 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 dogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project DERRICK CONSTRUCTION CO INC. Page 7 of 11 [QGOULDS PUMPS Submersible p Effluent P ump MODEL 3885 WE Series PROSURANCE AVAILABLE FOR RESIDENTIAL APPLICATIONS. APPLICATIONS ■ Shaft: Corrosion-resistant, Single phase (60 Hz): can be operated continuously Specifically designed for the stainless steel. Threaded • Capacitor start motors for without damage when fully following uses: design. Locknut on all models maximum starting torque. submerged. • Homes to guard against component • Built-in overload with ■ Bearings: Upper and • Farms damage on accidental reverse automatic reset. lower heavy duty ball bearing • Trailer courts rotation. • STTOW or STOW severe duty construction. • Motels ■ Fasteners: 300 series oil and water resistant ■ Power Cable: Severe duty cords. • Schools stainless steel. . r1 power models have rated, ail and water resistant Hospitals ■ Capable of running dry NEMA Epoxy seal on motor end • Industry without damage to three prong provides secondary moisture • Effluent systems components. grounding plugs. barrier in case of outer jacket • 1'fz HP and larger units have jacket E Designed for continuous bare lead cord ends. damage and to prevent oil SPECIFICATIONS operation when fully Three phase (60 Hz): wicking. Standard cord is 29. Pump submerged. Optional lengths are available. • Solids handling capabilities: • Class 10 overload protection MOTORS must be provided in E O-ring: Assures positive 3/a" maximum. separately ordered starter sealing against contaminants - • Discharge size: 2° NPT. ■ Fully submerged in unit. and oil leakage. • Capacities: up to 140 GPM. high-grade turbine oil for .STOW power cords all have AGENCY LISTINGS • Total heads: up to 128 feet lubrication and efficient heat bare lead cord ends. TDH. transfer. TOCSA W to UL M aw• Temperature: ■ Class B insulation on a Designed for Continuous C~~ >hto n8 Stu d~ aar 104°F (40°C) continuous IA-1 % HP models. -Pump ratings are Assodatiah 140°F (60°C) intermittent. ■ Class F insulation on 2 HP within the motor manufacture s File #03135419 • See order numbers on models. recommended working limits, Goulds ftnps is So 9001 tlJ"Wereel. reverse side for specific HP, voltage, phase and RPM'S METERS FEET available ao 130 wE15HH - - I ( i C-.1_ : 1 SERIES: OL1 : iZE: s os 120 s 35 1RPM: 3500 r j'i , I .1750 FEATURES & wE2ahi s cane : i_ ► t f _ 100a►_ 1_J_ ■ Impeller: Cast iron, semi- 30 open, non-dog with pump- 90` WE,sh+ _ SFr out vanes for mechanical 25 80 seal protection. Balanced for ~N u_«_ smooth operation. Silicon a 20 70' 07 - " - _ - bronze impeller available as o l I i , , ice; an o11th'an. E vhrtas ~ is- so. ■ Casing: Cast iron volute ° ao _k type for maximum efficiency. 10 30 2° NPT discharge. 5- 10: 20 - J- ~-1 ■ Mechanical Seal: SILICON CARBIDE VS. SILICON CARBIDE sealing faces. 0 of I 0 10 20 30 40 50 60 70 so 90 100 110 120 130 140 150 160 GPM Stainless steel metal parts, . I . I 1 1 BUNA-N elastomers. 0 5 10 15 20 25 30 35 W/hr C"AMY Goulds Pumps  @ 2004 ITT water Technology, Inc. ITT industries Effective December, 20M www goul&.com B3885 I i i 0 4-1~ k ' E"~5.1t ~_Ll J-4 J cs i € _T4 Of I~ t RED ! ! E E { I t ~ 4 4j- t C' I It i ~ { E ! t ! ! f { ov* ! ! E i t f i € 14>Zj' iT x°'"191'.0"""J°y. SUIL AND SITE EVALUATION REPORT Page I of LaborQ Human Relations Ot sion of Safety a Builddngs in accord with ILHR 83.05, Wis. Adm. Code • COUNTY Attach complete site plan on Ste' G~-0 ~X paper not less than 81/2 x 11 inches in size. Plan must include, but- not !'united to vertical and horizontal reference point (B4, direction and % of slope, scale or PARCEL I.D. # pQv~ W G dimensioned, north arrow, and location and distance to nearest toad. ` APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION C z.L~ $ C fl ~~s Sc~ivL.; z GOW. SQ 1/4SE 1/4,S 1-6T Zg,N,R lq Et w PROPERTY OWNEFl :S MAILING ADDRESS- L T BLOCK # SUED. NAME OR CSM # TN Z S 21UZZS 1D ZD2bUe y - GL U St'kl'2olu S ft1b CITY, STATE ZIP CODE PHONE NUMBER OCriY OVILLAGE PrOWN ' NEAREST ROAD 1~1U~1L J'Y S INl 5g01:L('115} 4.L5'- aw I.Cftr4mat biz__ New Construction • use V] Residential / Number of bedrooms j j AddltiQn to existing building I J Replacement j J Public or commercial describe Code derived daTy now 6 rW3 gpd Recommended design loading rate bed, gpd* 1 trenctt; gpd/ft2 Absorplim area required SM bed, 0 S0Z trench, ftZ Maximum design loading rate "5 bed, gpd/ft1 french, gpd* Recommended infiltration surface elevation(s) mil Z, S It (as referred to site plan benchmark) Add$ional design / site considerations M out w 1 zJ ' mot,1 I m 1 xi . 11" a= S^.-.b ] =uLL Parent maters! _ U eS--6- eu - rz- 'tZ L d_ Flood plain elevation, if applicable {V ft u Suitable f~ ' CI SARI ( (So O U ®u ~ I 0 Spa®U O E3UU 1 p M uu SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color { Mottles Texture Structure Consistence in. Munsell Liu. Sz. Cont Color Gr. Sz. Sh, I Bed terxft a-LO 13 `tC2_ 3IZ. - z-$-zlbk m' e---s •S -6 Z \0? 1b%-tv_ 316 911 3`ElShlz t►'LT~- c~S - . S Gmund 3 z.6; ~.s--j2~~ L 1e-sbk 76- caw s elev. Oe . fl: Y' 8-62 _ S `,LD-31Y will- Depth to _ factor ~ Remarks: Boring # 1 ca--b 1~y►z'~1Z sit Z`Fsbk W>,f t, C-S 1-~ Z. Z $-31. lt1'tR3L l" . s11 Z`~5~k 1YL` C.W _ •~1 j -5 Grotmd 3 31--uo ~t.$`~t~3ly ~c°Sbiz yrL CIO It 4 Lib 41 5`'« 31if z.s~a sls L 4 3I '-S Do to limiting facto yon Remarks: Name.-Please Print Arthur L_ WPQPrplr Phone: 71 S_A~s_niAS  - VI VlYI rSY19nabiee: rer Soil Testing & Design Service-P.O. Box 74 River.Falls,WI.54022 _ o r ~ 1 O3- 4 g Date: c ` CST Numt~er: 2202541 ' eo .7 1 by DoT ~°-0~"LPPe,T OR. ~ LS'lU~ `Ims AR~„41. r-- 16 CL 40 - • B'LS' ~ SS, i 3Z 32' .~o 8S ~ kl U`rnj M pr- 6 eb e.1. cmis Z 11-e W [ a,3 8-Z £L4°l ~ \ \ i >`(11~ ~'::,t Pe T®rt Po}z.~z.y to4_8' an► 'tUl~ of St81~ R)OCe- PosT, ° CU L - Og - SAC C~ No0GA oR.luC 00 _103- 48 C3 715 ) 4-5-~ 1 CST Signature ( Date Signed Telephone No. CST # I I ~ I i i i t PROPERTY OWNEA~! t_ / SCav 'r 77 SOIL. DESCRIPTION REPORT page Z of PARCEL I.D. E n~jAi Boring # Horizori Depth Dominant Color wales Texture Structure GPD/ft In. Munsell Qu. S7- ConL Color - Gr. Sz. Sh. Roots 3 tied rend, vvt~. • cg 1 ,g . ~ • Z 8 S lb sZ 316 s i 1 Z~-s ~k ~.'f~- ~ . 5 • C Ground 3 2 S 3S Z. S ~-I tZJI S l eS ~D12 1M V {~L• C--% - - • ~j elev. 99-1 ft. y z's-~ S %L 3A( 1.34Q- 8 L m`F1-• Depth to limiting tact s h Remarks: 3oring # _ iround lev. tL repth to waling rclor Remarks: )ring # ound Iv. tL pth to uting ~tor Rom arb~ ~ l b 53" 96" 41" w n m I I - F ~ 3" 6" m0-~ ;o r- m 0 c/) i n v m m ' ~ m ~ F rn rn 44" i I "D O Z 4~ N U) Fl D 39" -mi z ;a -4 m D z c o n C D c7 ~N O m DN C7 .p N Z p J ~ r r -7 O Z Z D C r- > m D rn ZN 0 Z p 4 ~D r~prm*t~ +iimDOOD- Z co O N D O O N D sZ rp •D z m -V mp cep zoO==~Or- C N CD N D 0 0 O -1 -1 O W J n m n m m C r- (00 m (n 0 O t~i► C Z D r 1 MOOOmm°1rn(A (A T N m n m m r m DUX:imm 0 m N~ 0 0°_ N(A -4 1 4k U) ~O p 0~ m y p n D 0 N~ O D D ~0) P. O N S (n = N 01 r Op = 0 T //yy~~ '4 O z m C m 0 00 z -o Z QD m O N 00 4 z z ~o ca r- c Z O N m ;o U) m o cOO M C Z N JO ;a C O rn 0 m F m z z 0 X m N rM* \ O = WLP1200/800-MR SCALE 1/4-=l ' REV NO. DATE: WIENER 11111ETE DRAWN BY:SWT z SEPTIC MANUAL W3716 US li"O. MAbEM ROCK, wi 54750 DATE: JANUARY 2001 0 REV. JAN. 2005 800-325-8456 ME:WLP1200 MR W*consin Department of Industry, SOIL AND SITE EVALUATION REPORT Page of 3 Labor and Human Relations Division of Safety & Buildings in accord with ILHR 83.05, ' nn \ 1 ~n.._ COUNTY Attach complete site plan on a er not less than 8112 x 11 inches in s?, IarS`mu incJ+~ie, but! not limned to vertical and horizontal reference point (BM), direction a W.Qf'slope, prt;7 ► ? P CEL I.D. # pp~~~ W G dimensioned, north arrow, and location and distance to nearest road APPLICANT INFORMATION-PLEASE PRINT ALL INFORMJjI0N RENIEWEDBY DATE PROPERTY OWNER: PROPER ION eZL~ c ~1J~1~ -va is s 1.6T Z.i3 ,N,R lq E (or W PROPERTY OWNER':S MAILING ADDRESS. L T BLOCK, SURD AME OR CSM # Z S T~lv ZS !DE -D 2LU6- ST> o>u S CITY, STATE ZIP CODE PHONE NUMBER []C ®fOWN ' NEAREST ROAD 1Z1U~ 21s-S wl St (O ~-2 ClIS) ~L ZS'- bl '~?~l~ ( C>{P~ ~►~006R b1Z- New Construction Use Residential / Number of bedrooms [ J Addition to existing building Replacement [ ] Public or commercial describe Code derived daily flow 6 qQ) gpd Recommended design loading rate • 14 bed, gpd/6trench, gpd/ft2 Absorption area required Sou bed, ft2 Stu trench, ft2 Maximum design loading rate • 5 bed, gpd/ft2 ~trench, gpolft2 Recommended infiltration surface elevation(s) clq • Z S ft (as referred to site plan benchmark) Additional design / site considerations _ 'M O uIw W A ' >L 6 3 ~ • r'-'i 1 Aj o= S pt)"b R LL Parent material Lfs t-~ ou L~ Ti t_t_ Flood plain elevation, if applicable SV It S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT GRADE SYSTEM IN FILL HOLDWG TANK U = Unsuitable for stem 11 S ®'U Cgs ❑ U ❑ S ®U I ❑ S ®U ❑ S OU I ❑ S RIU SOIL DESCRIPTION REPORT Boring # Horizon Depth I Dominant Color I Mottles Texture Structure Consistence Bctxxj3y Roots GPD/ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. B; terxh ) 0-10 >0`1~ 3 tZ t ~~b1T Yv~' cS • S l- I ,(p Z 1D=Z6 316 - gi1 3`~sh>z in~i ~S - .51-L Ground 3 2-6-38 -S~2jt~ L ~e~b12 - - ~w .S elev. It y 8 _b Z S 31 y Depth to - - limiting factor Remarks: Boring # o--b log l~ 31 Z St 1 Z`FSbk wL f ~-S • S = 6 , tP Z Z ~-31. l~`~t~3~t~ - 1J Z`~Sbk •S' . Ground 3 31-4d S`iR 3l~ 1 eSbk m~,. crv - ' ' ' S elev. eley ft 4 l(b4-z S'.1(z3tt~ 2Sj8 ~ 4 S~ Depth to limiting factor Remarks: T Name:-Please Print Phone: Arthur L. We erer 715-425-0165 ' egerer soil Testing & Design Service-P.O. Box 74 River.Falls,WI.54022 Signature: Date: CST Number.. o~• 0Q'( -q~ S-1-1 220254 PROPERTY OWNER ~`iE / SC-UvL1'Z SOIL DESCRIPTION REPORT Page? of _3 PARCEL I.D.# ~OIh~G Boring # Horizon Depth Dominant Color Mottles Texture Structure GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Consistence Botxxlary Roots Bed Trench • 3 ~ o-~ ~o~ ~z 31z - sS. l 2~-E'~b~ v,,,-f->, ~g Ground 3 ZS 35 -1•5 -1 lZ 31Y S~ l eSblz wt V~►~ cS - . S elev. 99.1 it. y ~SA~ S'-LE2 31cj -~•S~-t2.S/8 wl.f1- Depth to limiting fact S ,r I Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor ft I L- I I - I - --J Remarks: 3oring # ISM, around alev. ~ f t. . )epth to imiling actor Remarks: •rl n•r •rnrf~ ••r n. PLOT PLAN Page 3 of 3 /SCALE 1"= So ' i 4 I D lS`N~ T~t'I.S A'f~S`41 i C- q1 _ I zS ' u SAS' i 31 3z ~ F-- = %uYnj m 6j= a eb fit, R9.?.S a -3 1 t - 3o o' 043Q PE Teat Qolz~riz y Q~ - . Qo4-a' CM 'TW of S't99_ Ff,,,dC,- Po aT. C.U L _ OE _ Sae N c) 13 p2lUL 00 03- 48 _ z,Z,oZSy ! 5-q--QQ ( 715 ) 425-0165 CST Signature Date Signed Telephone No. CST # ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/ Buyer _ 13a4i s "y M©c,1, wt.p Y ' t X25 , f c~1-F .1 ~'L R . ~l~e.L S Mailing Address P) boo. 4-4-C, If k6 -1,c M O `O~II S 40 Property Address Ce9 C4,a I°T'A PpoC4 A bm&-'r --r- (Verification X required from Planning & Zoning Department for new construction.) City/State 0i~'~ Yet Parcel Identification Number LEGAL DESCRIPTION Property Location SW '/a ,Sec. N , T -1~b N R 1'9 W, Town ofd Subdivision O" 5r ffk 4,6 O ~pCJ t-4 , Lot # 9 4s Certified Survey Map # - 1 * (o Volume , Page LAf,lb C-71, ~ O , Volume Iq Page # Cr S-27 Spec house yes no Lot lines identifiabl y~ no SYSTEM MAINTENANCE AND OWNER CERTIFICATION 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 edro 3 /Z7/ 6 Co SIG ATTIRE OF APPLI ANT(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. 08/05) (S U 1926.r 5 5 3 STATE BAR OF WISCONSIN FORM 11 - 1982 KATHLEEN if. M ALSH REGISTER LAND CONTRACT OF DEEDS ST. CROIX CO,, MI Individual and Corporate (TO BE USED FOR ALL TRANSACTIONS WHERE OVER RECEIVED FOR RE 525,000 IS FINANCED AND IN OTHER NON-CONSUMER CORD Document Number ACT TRANSACTIONS) . 07-15-2002 9:30 AN LAW CONTRACT CONTRACT, by and between C. M. Bye, individually, and Dennis R. and MW # Sandra C. Schultz Revocable Trust, Dennis R. Schultz and Sandra C. REC FEE: 15.00 Schultz Trustees TRANS FEE: 4320.00 COPY FEE: FEE: ("Vendor", whether one or more) and Brushy Mound Partners, L L.P., a PAGES: COPY 3 Wisconsin limited partnership, Recording Area ("Purchaser", whether one or more). Vendor sells and agrees to convey to Name and Return Address Purchaser, upon the prompt and full performance of this contract by Purchaser, C. M. Bye• the following property, together with the rents, profits, fixtures and other 258 Riverside Drive appurtenant interests (all called the 'Property"), in St. Croix PO Box 167 County, State-of Wisconsin: River Falls, WI 54022 • 040-1265-10-000 486 (Parcel identification Number) Lou 72, 82, 83, 84, 85,W,92, 93, 94, 96, 97, 98, 100, 101, 102, and 103, Glover Station 5th Addition, Town of Troy, St. Croix County, Wisconsin. 040-1266-10-000 040-1268-00-000 040-1266-20-000 040-1268-10-000 040-1266-30-000' 040-1268-20-000 040-1266-40-000 040 1266 &G 040-1267-10-000 040-1266-50-000 040-1267-20-000 040-1267-30-000 040-1267-50--000 040-1267-60-000 040-1267-70-000 040-1267-90-000 This is not homestead property. AV . 42) (is not) . Purchaser agrees to purchase the Property and to pay to Vendor at „d the sum of S 1,440,000 is the following manner: (a) 20D(iD at the execution of this Contract; and (b) the balance of Sif~Z Sr0.ODO together wi nterest from date, hereof on the balance outstanding from time to time at the rate of seven (.07es % percent per annum until paid in full, as follows: See attached Provided, however, the entire outstanding balance shall be paid in full on or before the 1st day of January 2006 (the maturity date). Following any default in payment, interest shall accrue at the rate of 10 % per annual on the entire amount in default (which shall include, without limitation, delinquent interest and, upon acceleration or maturity, the entire principal balance). Purchaser, unless excused by Vendor, agrees to pay monthly to Vendor,amounts sufficient to pay reasonably antici- pated annual taxes, special assessments, fire and required insurance premiums when due. To the extent received by Vendor, Vendor agrees to apply payments to these obligations when due- Such amounts received by the Vendor for payment of taxes, assessments and insurance will be deposited into an escrow fund or trustee account, but shall not bear interest unless otherwise required by law. Payments shall be applied first to interest on the unpaid balance at the rate specified and then to principal. An amount may be prepaid without premium or fee upon principal at any time after January1 ,2003 (OR~ there may be no prepayment of principal without permission of Vendor.' 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 less than the armor that said indebtedness would have been had the monthly payments been made as first specified above; provided that monthly payments shall be continued in the event of credit of any proceeds of insurance or condemnation, the condemned premises being thereafter excluded here from. r .7 of A-wro cit" -4:4 th- ADM Of an 0bG&FQQ#, Shall paid Purchaser shall be entitled to take possession of the Property on June 1 2002 • Cross out one. LAND CONTRACT - Individual and State Bar of Wisconsin Corporate Form No. I1- 1982 inronna0on Preressionab company, Fond du Lae, WI a00-555-2021 ~ • 4 6 N nh N 3 ~ ~ O ~ O 0 3rpl 1SV3 z 00 3S 3H1 30 $,/j MS 3H1 .10 3".1 1SV3 no, ~ s SaNb~ 4311-b-dNfl M 0889 ,09e l 0 S 1N3YY3SV3 '91 -OZ en L,: £ ~ 30vmv8a ww vi 3 .....j.4 .t . ~ 3„ -to sZe00N \ kp n ^ M I. 1 - o N o z -arc - r~ 00 < LL; a0 0 0 -d".9.9 140 I cn I OSI N° N o ,90'ZZ£ M „>~Z ,6~e10* S 1 z,OSI N~~ • 1 N l Z'£LZ '9l'091 Z _ H ,0o•s0z I 1 N I 1 N 0o se£ ^ 8~'£s~ , l Z'Z3 „ *Z ,6*o 10 N rn d 1W- < w 0; 101 W I ,00'OS l I ,£6'01 l - - 100* 9L a.) I ~ ► ° o '99 6'96 S 3 £Z N ,00'081 1101 io 1 ^ I ~O •,~Z ,6'6010 I ~ 0,^n I N - - U Ip N c`1 ,09 I F- I ^ ^ O F I^ N 1 O O W w Vj 1 3 a TV 5l I O~O N 1 N I~ •IOn •O~W ~QN 1 ,091 QW 1N , $eF N O Q' Os O N O ;D, I N L_ w < M MZOM I P 1 3 W N NOW 1~ 0 NI O L'L6~ d • - I3 N O • O ,£6.93£ 1110 I o b 0 M to ,00'OSl z QN v) - LL' m O M o ,£6'964 3 „tit ,64e10 N = I N 1 N O o _ - -N- --j 1 U I WN ti 1 I Z ° 1 j $ 09 ago W N 1 1 I 1 U gZ2l z .OS (D< C-4 ,091 ~I It^o .091 0; C; 49 ~ O et ~ O 'n O 0 N N ~ AT M 1 N ® C-4 NI I . QP ,00'91► ~/i~ I 1 ~ /9 - - - _oooz _ ,~s•ssrI 919 h _ M - i 3AING sr99 3 "*Z,6*e10 N - - - - - - -I 1 W9f-Ir- .08'1L6 M.,*Z,6*e&oS - \ C) I 6ZZ .8£'6,Z - - 1 \ lob-at U--) f b - O o O 0. \ \ 1 _ !2 \ N I O - ) O \ \ \ LL: 1 p 1 O W: 3 _W M o ~ Qi~ o~ W o 0 li 3 U toO p 3 I 1 ~N1 1 w(4 (0 0: (N ,(A0 Q pp 3 V Q I M ,09 1 ~ Q tD 1109 iD W O \ O p (0 1 M N 82 CO 1 O N N M 1 ~n O to 0> O I N W 00 110 N u 00 W 006 cc 0 OD ESL 1 cV of N O Goo O cN•10 6 11°o N Q } N A g oo ~ 1 ~ I 008 0 I I Z OOi 1 1 N Z oo ~F 0^O' t~Y!` o o M z. -1 P) 1 Z 1 110 I_ I H 00 Mlle I z 009 809 C-4 IaN 3UA5 3 1 W p 1 I - 009 1 ,8£'6LZ 'n IW- W N,I r v I 0 3 „IZ .6$ co e l 0 N u 'pt7 _ 1 \ 1A - N O O a~ eh g o sC 11 z ^ h- OS'~h os'~~ _ I Coln 3„4Z ,6~.,lz I k? on•~~. , Trial And Road Map For Glover Station 0 0 8 7 6 5 4 9 r 10 3 )Y1 D~AHA ROAD 2 19 20 21 22 23 1 12 24 i 25 ~e9 y1 13 18 17 30 31 26 MLWI` 16 b 27 28 29 32 14 15 35 40 R. 41 39 43 38 37 36 33 34 42 44 0 47 6orm 48 55 50 59 52 53 0 54 45 c 46 i '68 0 67 49 60 0 56 92 ; 57 58 69 70 62 61 91 o 71 .66 63 90 . 64 89 88 72 65 SAE-. . 87 74 73 86 93 SCALE IN FEET 79 80 75 85 94 95.` 0 200 400 800 84 76---- --77 -----7e- --8t - _ - ----LE~EiJD--- - - 83 96 97 .°r 98 t10N I0IORIgD IDEATION : 7WAIL.10 K 11<AINGItED . BY THE NOW oMlm acar1AT10N.'(~ WIDE WI7H W RADIUS ORVES 20 82 CHATTANOOGA DWE AT CmNmS. UI Lm 011WMISE "am). QGDEN ENGAJF~ERMIG CO. 20•--~ NaN MoralttzeD tATtaN Civil nglneers do Land Surve ors 101 1RAIL. FO BE w►INTA1NED 113 W. Wdmt St„ RWx Feb. WI 540 100 99 ASBY THE gpOlAT10N-( WIDE. (715) 425-7831 103 102 1(r E17M SIDE O0~F } } i 1w Com LOT X). [ 1... CLIENTS g °v C.M. BYE AND DIANE L. BYE DENNIS R. SCHULTZ AND SANDRA C. SCHULTZ DATE. 5-30•-00 P.O. 80X 167 711 25 1/2 AVENUE RIVER FALLS. WISCONSIN 54022 CMIERLA D WISCONSIN 54629 99-2380 i I F/ -t' 1 0 N 0 y n O m F c 0 0 d ~ ~ d A fD 3 - ~ ~ r. I ~ Q S na d co: o CD a 7 > CD 0 ? - 00 o Cy 0 G) I ,A ~ 5 0 co O m su v v 0 0 c m w m c o can o Q co 0 c c c a Zp o m 3 VI ~ O O C y A :3 !r fD N co ~ A N G d O Z O O O N ,.I N a !r 0 o' co "*A CL ooo v o ° - o -I -1 00 0 F 3 N N N m 0 a V 0 0 X M N v = -n v < N I :3 D D o o 0a Q 7 7 N N 3 a CD ; A O0 O 0' c 3 rn O 3 @ (D ~ C ~ Z n I o a z o CD G7 cn o 3 0. _ m O 0 a z o 3 0 N cD W Z C A O Q C 3 ~ G O_ N C QZ C O CD d cn O O a y 4f 0 t© v I o ~ o N b ti N O W N 'i A C ti O O O ~ O ~ 0 O A O ~ C a O L ti