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HomeMy WebLinkAbout012-1052-20-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 420720 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: Kamm, Don & Karen Erin Prairie Township 012 - 1052 -20 -000 CST BM Elev: Insp. BM Elev: BM Description: Sectionlrown /Range/Map No: 23.30.17.360 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Aeration Bldg. Sewer Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bot i Dosing Header/ an. Aeration Dist. Pip Holding �/ Bot. System al Grade PUMP /SIPHON INFORMATION Manufacturer Demand St Cover GPM Model Number TDH Lift Friction Loss System Head , TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L JBLDG WELL LAKE /STREAM LEACHING Manufacturer. INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Header /Manifold IDistribution ole x H Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil 0 Yes 0 No E Yes [] No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: Location: 1427 190th St Baldwin, WI 54002 (SW 1/4 SW 1/4 23 T30N R17W) 40 acres Lot Parcel No: 23.30.17.360 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan revision Required? Yes [!.] No Use other side for additional information. SBD -6710 (R.3/97) Date Insepctor's Signature Cert. No. J Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21, Wis. Adm. Code 201 W Washington Ave. See reverse side for instructions for completing this application PO Box 7302 N wi sconsin Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302 Deprrtment oft:oriimerce [Privacy Law, s. 15.04(l)(m)] (Submit completed form to county if not Attach complete plans to the county copy only) for the system, on paper not less than 8 -1/2 x l I inches in size. state owned. County n �� I State Sanitary Pit it Number ❑ Check if revision to previous application State Pi a��� S m T2 4T I. Application Information - Please Print all Inform tion Location: Pro -ft _Ownerr Name (� Property Location ��to ,.)O n a 1R/'e rj 1 .� `wM ni 5 C' ) 114SLI I /4, SZ3 T ,N, Property Owner's Mailing Address Lot Number Block Number City, State Zip Code Z �e Subdivision Name or CSM Number 80-4 r W 1. SV 610. lI A I11.Type of Building: (check one) 2 S�� �t C;2- �0 ❑ City W 1 or 2 Family Dwelling - No. of Bedroom s s : �J � x/ ❑Village ❑ Public/Commercial (describe use) :_ 0 KA — L%° _ AVI-,n a 7 _;tf - m'ftrwn of ❑ State-Owned E_i"i ?' "% r'Y e_ Nearest Road ad 'O/At �r1 ` /gds fir. �1tS /S -1,Q loca -Ay a � r�) Parcel TaxNumber(s)O /s— 105 III. T ype of Permit: Check b ine A. Check box on line B if applicable A) 1. ❑ New eplacement 3. 1:1 Replacement of 4. 5. 6. ❑ Addition to System System Tank Only Existing System $) Permit Number Date Issued ❑ A Sanitary Permit was p reviously issued IV. Type of POWT System: (Check all that apply) 2[ f Sb / ❑ Non - pressurized In- ground 1B'lrilound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At-grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation, 7. Final Grade Required Proposed Rate (GaWday /sq. ft) (MinJinch) Elevation 4Sd `� d 5 0 .f q5 sp .Fri O.SO 1 AA- /o /. ,2 5' 103. gy/ VII. Tank Capaci in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con - Con- glass New Existing crete strutted C11 rn 6i na Z GYt Tanks I Tanks CI(4nr l0C10 _ VIII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) PI bet' Signature (no stamps): MP/MPRS No. Business Phone Number A 0 - ,&ne/ o 7�5 - 0 ,36 ( 386 -869A Plumber's Address (Street, City, State, Zip Code) / 070 her h OQQ/ d6efn t.,) /. W/6 IX. C unty/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued IssuingA At Signature ps) Approved ❑ Owner Given Initial Adverse Surcharge Fee) Determination X. Conditions of Approval /Reasons for Disapproval: /� Cif /'moo L ""' . J'3.3 3, e 1�X1s7�Ari / /ZL�7�C�Td IV 117-y',03 Gt/.td cry �, Gcsc -tai ��` a° �2r.4., •mac - 3 ii 6 ♦ E/e t/o,44 c,- 8 8� PrOpo st<l W( c"t +d at 22.7QX /3 //' I V W/ 'x //.z Ce/% One 1 I c 63 ■ I —�-I Cil 4 I M �I / ?0 — I I Propos 6VO 14'co 90 ,P. e6CMC,17E F; /mat ou eje-,6 ,u 5.'k. '!O P. 1/, C. O force fn 43`n a m 75 °{ � ` Cor/er46e S /14.6. b• frssant t 1 ■ o 64 w,'t� o��' /ow d/�w�+f:eld. Abandon Fry d7 ns,de4cc as p4e esde a J� E7r rsdi `� Ske� �arn i eX /"s�•� �,incway y/Y - n9 fan„ 61'sc. 8 of 9 Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 N vi sconsi n www.commerce.state.wi.us /sb Department of Commerce www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Secretary January 02, 2003 CUST ID No.225036 ATTN: POWTS Inspector MICHAEL P MC DONELL ZONING OFFICE ACE SOIL & SITE EVALUATIONS ST CROIX COUNTY SPIA 340 PAULSON LAKE LANE 1101 CARMICHAEL RD OSCEOLA WI 54020 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 01/02/2005 Identification Numbers Transaction ID No. 824812 SITE: Site ID No. 654543 Don & Karen Kamm Residence Please refer to both identification numbers, 1419 190TH St MV j, ' f r esr above, in all correspondence with the agency. Town of Erin Prairie, 5402 St Croix County SWI /4, SWl /4, S23, T30N, R17W FOR: Description: Three Bedroom Mound System — �� I q.;) 7 ST, FOR- 77rrvYsj'/ IC Object Type: POWT System Regulated Object ID No.: 886588 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. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /01) and the SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST (0 1/8 1) • 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. • Access to the filter must be provided per Comm 84 product approval conditions. Maintenance COndM in ormation must be given to the owner of the tank ex laming t at periodic cleaning of the filter is require • The existing POWTS must be properly abandoned per Comm 83.33 Wisc.Adm. Code. APPRI DEP11R' NEK C • A Sanitary Permit must be obtained from the county where this project is located in accordance with the RAM requirements of Sec. 145.135 and 145.19, Wis. Stats. SEE CORK • Inspection of the private sewage system 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. MICHAEL P MC DONELL Page 2 1/2/03 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 /instal lation /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 Balance Due $ 0.00 Charles L Bratz v � POWTS Reviewer II , Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz@commerce.state.wi.us cc: Leroy G Jansky , Wastewater Specialist, (715) 726 -2544 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Don Kamm 3 bedroom residential mound Owner's Name: Don Kamm Owner's Address: 1419190th Street Baldwin, WI 54002 Legal Description: SW1 /4SW1/4, Sec. 23, T.30N., R.17W. Township: Erin Prairie County: St. Croix Subdivision Name: na Lot Number: na Block Number: na Parcel I.D. Number: 012 - 1052 -20 -000 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings RECEIVED 4 Lateral and dose tank Page 5 System maintenance specifications DEC 2 6 2002 , Pa 6 Management and contingency plan Page 7 Pump curve and specifications SAFETY & BLDGS DIV. Page 8 Site Plan Page 9 Soil Evaluation Report ?n "f`! Designer: Mike McDonell License Number: 225036 VE O Date: 12/19/02 Phone Number: 715- 386 -8692 F COAMER:8 �„ Y Signature: �' %�'Gt�u� �dn Designed Pursuant to the 'POND Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.0 (03/01/01) Pagel of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Nde: Sand fill (D) calculatlons assume a 300.00 Estimated Wastewater Flow (ppd) Taale 83 -4e-3 in.snu sai Treatment ror rocal 1.50 Peaking Factor (e.g. 1.5 = 150%) coifForm of <- 36 inches, 450.00 Design Flow (gpd) 3.00 Site Slope (%) 99.50 Contour Line Elevation (ft) 15.00 Depth to Limiting Factor (in) 0.30 In -situ Soil Application Rate (gpd/ft) Distribution Cell Information 112.50 Dispersal Cell Length Along Contour (ft) = 4.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpdM ) 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) a Center or End Manifold 0.00 Lateral Spacing (ft) If N above, enter the elevation ft 1 Number of Laterals of the highest point. 0.126 Orifice Diameter (in) (e.g. 4.25) 2.80 g§Jimated Orifice Spacing (ft) = 11.25 ft /orlflce 1.50 Forcemain Diameter (in) 160.00 Forcemain Length (ft) Does the forcemain drain back? Y 92.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 14.68 Forcemain Dralnback (gal) 8.75 Vertical Lift (ft) 50.99 5x Void Volume (gal) 4.15 Friction Loss (ft) 85.67 Minimum Dose Volume (gal) 19.40 Total Dynamic Head (ft) 16.48 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection In. dia. options choice in. dia. options choice 0.75 1.25 1.00 1.50 1.25 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallonslinch Calculator (optional) Treatment Tank Information 602.821 Total Tank Capacity (gal) 1000.00 Septic Tank Capacity (gal) 61.001 Total Working Liquid Depth (in) Wieser Concrete. Manufacturer 11.82 gal/in (enter result in cell B49) Dose Tank Information v Effluent Filter Information 600.001 Dose Tank Capacity (gal) 7.abel Filter Manufacturer 11 -821 Dose Tank Volume (gal /in) JA100 Filter Model Number Wieser concrete Manufacturer ....� Project- Don Kamm 3 bedroom residential mound Page 2 of 9 Mound Plan View t 1/10 B : -:�: J • Observation Pipe — FK . .'.'.......... . . . . . . . . C•':' r: r;:;.`; r; r;:;:;:•••: r• r.:.;.••. r•;• f :r:r;r:r;�•,••. ° ° ;.r.;.� ;r.r °r° ..... W °B F: i - . . . . . . . . . I L Mound Component Dimensions A 4.00 ft E 22.44 in H A8.37 ft K 10.81 ft B 112.50 ft F 9.50 in z ft L 134.11 ft D 21.00 in G 0.50 ft J ft W 22.79 ft 450.00 (ft Dispersal Cell Area 1622.60 (ft) Basal Area Available 4.00 (gpd/ft) Linear Loading Rate 11.25 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 103.04 (ft) - -� frrr rrff,. G H frrrr.rrrr 2 rrrrrrrr.. .rrrri�f r r r rrrrrf.. I F : : "" 101.75 (ft) Lateral 4.; Dispersal Cell 101.25 (ft) - ► — Invert Dispersal Cell [3 Elevation E D ' . :J _._. a 99.50 (ft) Contour Elevation 3.0 %Site Slope Geote )dile Fabric Cover Shading Key a Dispersal Cell See lateral details on 1❑ _ Topsoil Cap C 1.5 ft %ra ;;. Page 4 for number, Subsoil Cap ., ' r size, and spacing of ASTM C33 Sand '° � ��• � � r; ; -' ' ° -''� °• ••••• F laterals. Laterals are ® Tilled Layer :::' T Lateral : •'s: " "'' Y c 0.5 ft m . • . equally spaced from r�:'• .':: 05 r~r�rti Aggregate •r o .; f ®;' the distribution cell's �— A centerline in the distribution cell (AxB). Project: Don Kamm 3 bedroom residential mound Page 3 of 9 End Connection Lateral Layout Diagram Laterals centered owr the A M 0 dimension • - Turn -up wf boil valve or alannout plug P --;� Last hole dinged newt to Mtd oap I� x �) Laarais & tore* main of PVC Soh 40 Holes drilled an the bottom of the karat (per COMM Table 04.M53 *quail spaoed Number of Laterals 1 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.85 ft Lateral Length (P) 111.15 ft Orifloes per Lateral 40 Lateral Spacing (S) 0.00 ft Orifice Density 11.25 ft e Lateral Flow Rate 16.48 gpm Manifold Length 0.00 ft System Flow Rate 16.48 gpm Manifold Diameter 0.00 in Total Dynamic Head 19.40 ft Forcemain Velocity 2.99 ft1w Dose Tank Information Dins ter with warning label and locking devlce and sealed watertight EWjioal as per NEC 3W and --- 10 Comm 18.28 WAC Disconnect , 4 in. min. Tank component Is properly vented outlet IOCAtJOn Fawnsin diameter Wieser Concrete. Manufacturer 1.5 In. Ca 800.00 Gallons Volume 1 11.82 gal/Inch A Weep hole or anti Dimension nches Gallons B alphas device A 28.90 341,58 C B 2.00 23.64 Pum oft a levation (ft) — t C 7.86 92.94 93,00 D 12.001 141.84 D T ota l 50.78 600.00 4 Dose tank elevation R 3 Bedding under tank. 52,00 Alarm Manuafacturer I Leve]Xm Alarm Model Number DLV Pump Manufacturer lZoeller - _.....,..... Pump Model Number 198 Pump Must Deliver 16.48 gpm at 19.40 ft TDH Project; Don Kamm 3 bedroom residential mound Page 4 of 9 Mound Svstem Maintenance and Operation Specifications Service Provider's Name J. Thompson, POWTS INSP.#4 Phone 715 - 248 -7767 POWTS Regulator's Name St. Croix County Zoning Phone 715- 386 -4680 System Flow and Load Parameters Design Flow- Peak 450 gpd Ma)dmum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Ma)dmum BOD5 220 mg/L Septic Tank Capacity 1000 gal Ma)dmum TSS 150 mg/L Soil Absorption Component Size 450 fe Ma)dmum FOG 30 mg/L Type of Wastewater Domestic Ma)dmum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once every 3 years Other 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 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 mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished ......... • • • • • Grade 6 -8" Diameter Lawn _ : • Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral ---- -- Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Don Kamm 3 bedroom residential mound Page 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General 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 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 8- inches 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, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. T operating condition of the septic tank and outlet filte s hall be assessed at least once every 3 years by inspecti '1 eTi o�u let filter s a �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 slow filter when removed from its enclosure. If the filter is equipped with 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 triennial 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 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 verify proper operation. If an effluent fitter 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 sal 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 exceed 220 mg/L BOD 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD 30 mg/L TSS, 10 mg/L FOG, and 10 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow 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 lit 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 clogging 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 pending. 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. Contingency Plan 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 fails 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 clogged 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. — /MNIe/ DOdL16?- � 3ff6- 2 .-5 r. 6a 1 1" 2vAl J& 7/5 -3f - V6FO Project: Don Kamm 3 bedroom residential mound Page 6 of 9 W HEAD/CAPACITY CURVE w W W I- U. HEAD CAPACITY CURVE w EFFLUENT MODELS TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE EFFLUENT AND DEWATERING 32 634W6 1 00 99 137-1 3 1N 1N IN IN IN 0 Gal. 95— 72 ;0* 104 28 10 ;lL06. 34 46 A-1�b 61 90— J 79 Is 4.a7 is 36 1a1 666 170 64 W: 01 ;MAI: 60 26 — 85 16 2a Rp2, 22D t7e sta 14o a70; 24 so- 30 A14a ii N 75— 22 186 2A6 76 N' 1106'397 1111 431' 7 60 Ia21 0— zt OR 33 60 51 54 'PS 68 20 16 57> 43 J1 65 70 38 61 1941 70 966 18 65 •0 30 to -10 52 147 60— 14 90 55— too;: 30.4A 7, 16-- 16 Ito .3 14— -;'5-- 2r 2179' 26' w • 7" 73 Its* 12— ±2— EFFLUENT & DEWATERING 10 35— 185 Warning: Model 185 should not be subjected to less 30- than 30 feet TDH. 25— 189 o. -ra I Note: For Head Capacity on Model 112, industrial 6 1 5 161 column-explosion proof pump, see FM 219. 4 10 97 188 2 5 98 0 5 .55, 7.59 13 139 SEWAGE & DEWATERING GALLONS 10 21 ±C4.,50 6C 70 So 320 0 900 40 0 1 0 12 30 140 150 160 640 WARNING: Model 293 should not be subjected LITERS so— 111 160 2 4ou :160 1 to less than 15 feet TDH. _<d ' &J . 7­7 21 so TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE 75 SEWAGE AND DEWATERING 22 70 SERIES 292 M - 267 1 261111 242 1 FT. M 2 . 2 M 2N 2% Gbl. Lira. Gal. Lira. Gal. Lira. Gal. Lira.* 20 5 1.52 90 341 128 484 126 494 128 464 130 192 180 N1 110 530 198 712 225 852 65- 10 3.05 W 227 89 _'m — — N 337 % 380 15B SN 121 /8B 181 685 205 776 15 4.57 22.5 85 51 189 SO 189 SO 1N 83 238 135 511 108 101 130 192 166 625 1% 700 18 80 - 20 6.10 10 30 10 38 10 38 33 1125 106 40 88 333 119 450 150 SN 16B 838 25 7.02 75 288 1 68 257 1 105 401 138 515 163 san 55- 30 9.14 18 1 40 12.19 43 163 1 47 178 1 go 340 1211 ISB 110 530 so- so 1 5.24 5 19 50 189 N 366 115 135 60 13.29 58 220 N 337 14 70 21 45- Lock Volvo is 21.5' 1 21.5" 1 21.5' 1 26- 35' Ir 50 ' 62' 12 40 35- 10 30- B 25- 293 20- is 4 282 10. 2 292 5- 0 262 266, 267, 260 284 294 295 GALLONS 10 20 30 40 I 50 0 I 70 80 I 90 00 11 I - I 0 120 130 140 150 IGO 170 180 190 200 210 220 230 LITERS 4 1 i i i 0 go 36 160 240 i 4 400 480 560 640 720 Boo 880 P6_ $ ■ Soy/ ¢.da�u.a-�'v� -� C 8 � ♦ e ✓aii or 8� �I w 'x / / -Z.s'ol,•sPtrsac Ce/% One(�� d� or,'4 ceS :�Oa ced a$ 2.52.' I i I -o 63 ■ I 0 h Ca. I M "mil i of ciI /90 W I j Pro posed /, cvo %ct� 5a9. St/e e ■ I e rnn 6,�, -, s. �- /,o. e . / fena.t Ou Ue. )ya" s,,k. '/o P, V, C. m 30 oC P, r.c. 6u;/01 - 7 S wc. QBm /Ylar�' o °� � � � ■ C'rr,�c�e�e S /a b. ASSUMW o 64 EX,sfing 5c/6'c��Q'd�ycuc/l w,'tL o ✓ wi'lo w R e /d. A b" don ey's""y "es,deeice code. h a J Shed -Far„, ha kSet ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND ea reen OWNERSS CERTIFICATION FORM Ownengb �0 rl Jf lea m ►� Mailing Address / 0 9 / 90 S4� - . w in. (.� S4/�.2 �s 0�2 s f t ei ,-• Property Address S�76 - ��iQl 1 '96j -1 -S7- (Verification required from Planning Department for new construction) City/State x - � d c j i LZ l • Parcel Identification Number ©/a - /O5 9 22 3o - /"7- 3& a LEGAL DESCRIPTION Property Location SU) %., Scc� V4, Sec. a3 , T 30 N -R Town of Cri rl Subdivision . Lot # Certified Survey Map # , Volume , Page # Warranty Deed # Volume , Page # Spec house ❑ yes 9 Lot lines identifiable Fkry ❑ no SYSTEM MAINTENANCE 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. The property owner agrees to submit to St. Croix 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 wastewaterdisposal 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. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, rein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating your septic syste n maintained must be completed and returned to the St. Croix County Zoning Office within 30 da a three year exp on te. is /_ SIG ATURE OF APPLIC DATE OWNER CERTIFICATION (we) certify that 11 s tements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the o erty described abo e, virtue of a warranty deed recorded in Register of Deeds Office. /A117 l0Q AK NATORE OF APPLI9ANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page L of ?� FILE INFORMATION SYSTEM SPECIFICATIONS Owner �— �Cy�ZG A, m Septic Tank Capacity /000 g al ❑ NA Permit # Septic Tank Manufacturer ET6 , ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer X46&-7, ❑ NA Number of Bedrooms 3 ❑ NA Effluent Filter Model A — 00 ❑ NA Number of Public Facility Units NA Pump Tank Capacity �jag� �j a l _M 13 NA Estimated flow (average) .3 co g al/day Pump Tank Manufacturer / A Design flow (peak), (Estimated x 1.5) 7 S al /day Pump Manufacturer ❑ NA Soil Application Rate 0 -5 — be /la da ay/ft' Pump Model 5:e 1 ❑ NA Standard Influent /Effluent Monthly average* Pretreatment Unit XNA Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BODJ 530 mg /L ❑ In- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) <_30 mg /L NA ❑ At -Grade 1)4 Mound Fecal Coliform (geometric mean) :51 0'_CK1 00m1 ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size Y. in dia. ❑ NA Other: ❑ NA other' ❑ NA Other: ❑ NA "Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: 2 ear l month's) s) (Maximum 3 years) A Pump out contents of tank(s) When combined sludge and scum equals one -third (Y 0 ❑ NA Inspect dispersal cell(s) At least once every: 2 Myear(s1(s) (Maximum 3 years) 13 NA Clean effluent filter At least once every: ❑ month's) ❑ NA As N�� / — Z years) ❑ month(s) ❑ NA Inspect pump, pump controls & alarm At least once every: /. S— Z 71% year(s) ❑ month's) ❑ NA Flush laterals and pressure test At least once every: �,S Z years) Other: At least once every: ❑ month's) ❑ NA ❑ year(s) Other: ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. Page of START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents of the tankls) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. - kABANDONMENT O UL When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or. must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. �� luaturi r.. .. _ _ - -- � h,rn „f tha POWTS a_seil and S ite ❑ The site has nnfi bean a ya nk e Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name 14 1 G, /�,( l L AjaAb _- Name Phone _)/,5_ 3 8`� d �0 / Z Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name M,4t / C01 TI P /&-21 AYNI L 6 C& Name S7 Phone Phone 7 3 F& — This document was drafted in compliance with chapter Comm 83.22(2)(b)0)(d) &(f) and 83.5411►. (2) & 13►, Wisconsin Administrative Code. I 1608 Wisconsin Department of Commerce SOIL EVALUATION REPORT P age 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Sal & Site Evaluations Attach complete site plan on paper not less than 8' %x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference pant (BM), direction and i►Z , l percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 012 - 1052 -20 - 000 h/K�o Please print al n,-R D O Personal information you provide maybe used 1 ) ( m ))• Property Owner Pr Location Don & Karen Kamm r `? 7 2002. Govt. Lot SW 1/4 SW 1/4 S 23 T 30 N R 17 W Property Owner's Mailing Address Lot Block # Subd. Name or CSM# 1419 190th Street S7 CROix CouN71 a na Na City State Zip C P City j Village jM Town Nearest Road Baldwin I WI 1 54002 715 246 - 5571 Erin Prairie 1 190Th Street New Construction Use: A Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD JIM Replacement Public or commercial - Describe: Parent material Glacial Till _ Flood plain elevation, if applicable na General comments lli/ez"t'd -/. ' � e vh r G — d wfi and recommendations: Install mound system at elev. 101.25' at 21" above 99.50' contour. Boring # �j Boring Ig Pit Ground Surface elev. 99.43 ft. Depth to limiting factor 18" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft *Eff#1 *Eff#2 1 0 -12 1Oyr3/2 none sil 2fcr mvfr as 20m 0.5 0.8 2 12 -18 1Oyr4/4 none sil 2fsbk mvfr cw 1 f 0.5 0.8 3 18 -30 1Oyr4/4 f2d 7.5yr5/8 scl 2msbk mfr ci - 0.4 0.6 4 30 -54 7.5yr4/6 f2d 7.5yr5/8 Ifs Om dsh - - 0.4 0.6 Boring # Boring L Pit Ground Surface elev. 99.38 ft. Depth to limiting factor 15° in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM *Eff#1 *Eff#2 1 0 -10 1Oyr3/2 none sil 2fcr mvfr as 2f,1m 0.5 0.8 2 10 -15 1Oyr5/4 none sil 2fsbk mvfr cw 1fm 0.5 0.8 3 15 -25 1Oyr5 /4 m1d 7.5yr5/8 sil 2msbk mfr ci - 0.5 0.8 4 25 -50 5yr4/6 f2d 7 Syr / & s l Om dsh - - 0.3 0.5 f2d * Effluent #1 = BOD ? 30 < 220 mg/L and TSS < 150 mg/L t #2 = BOD <30 mg/L and TSS <30 mg/L CST Name (Please Print) Sig 47- i - CST Number James K. Thompson 3602 Address A.C.E. Sal & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake lane, Osceola, W154020 12/17/02 715- 248 -7767 property owner Don & Karen Kamm Parcel ID # 1 - 1052 -20 -000 Page 2 of 3 3] Bi # Ong �ef. /009 Pit Ground Surface elev. 99.58 ft. Depth to limiting factor 31" in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots = GP *Eff#1 *Eff#2 1 0 -10 1Oyr3/2 none sil 2fcr mvfr as 2f,1m 0.5 0.8 2 10 -22 1Oyr4/4 none sl 2fsbk mvfr cw 1 f 0.5 0.9 3 22 -31 7.5yr4/4 none sl 2msbk mfr ci - 0.5 0.9 4 31-68 7.5yr4/6 f2d 7.5yr5/8 Ifs Om dsh - - 0.4 0.6 4 Boring # j Boring jo Pit Ground Surface elev. ft. Depth to limiting factor 98.60 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD *Eff#1 *Eff42 1 0 -10 1Oyr3/2 none sil 2fcr mvfr as 2f,1m 0.5 0.8 2 10 -28 1Oyr4/4 none sl 2fsbk mvfr cw 1fm 0.5 0.9 3 28-42 7.5yr4/4 none sl 2msbk mfr ci - 0.5 0.9 4 42-69 7.5yr4/6 f2d 7.5yr5/8 Ifs Om dsh cw - 0.4 0.6 5 69 -80 5yr4/6 m3ppd710�/ & scl Om mfi - - 0.0 0.0 Soil profile evaluated for Wisconsin Fund purposes. Existing drywell elevation = 90.00'. F—I Boring # A Bor Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ! *Eff#1 *Eff#2 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD <30 mg/L and TSS <30 mg/L The 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. • � � �e� /606 • s ■ s 24/a /wL;6�; -, , V P O ♦ E/e Va i c, 8� -.D 63 ■ —�- �o � m 0 n ■ 8r 0 N M o l30n Jole- CQ�e�e�e 5 /a 6. Assa�,t L 6 4 e!e df E,r,sfin ScPE��a.,i('� dr wcll w,'tf o V4�r fio w /d. Abe., do, L ) o � - s , 61 �cs,d�nce aS CmdE. To be r en -ovt� �i'I S't�J "n Shed l�a 7 eX /Sfi idGc..)ay �f4 3 o-r3 X/Y�"ng � �m hoksc P ERIN PRAIRIE PLAT T -30 -N • R -17 -W See Page 112 For Additional Names. �; (Lando-) PAGE 6E CYLON PAGE 70 L K 1710 1800 1900 2000 1 h AVE S $ B 10 Richard U �� Okon Wn So &Carol &Patricia Tratser N r N r ^ ° " 117 tw.amt 76 Casey 149 u Wa a 4 ,n I anDyfc V Jf C bWt 2 t 5 1�oe & Mary dCa 112 M eb� ! N �' = Kathleen 1 wr. w 98 tab 7 » 80 Mond a Vm Ali _y� & Farms Trust kJL Qua- rs Rick ryfPPo T In< n a P.P. a t2$ ors 2 146 "m.a 239 tr 120 c� ., 240 226 w j, Ge p rFU J _ $ 170th AVE J Seem � J � true t rut aa- 8 tr t !udAlA i oJ!'h & r x '� xW" 39 m^ 8 r sarr m $ Thom a— r Q14 �e rn �° as o Gerrit ih`r u 2 cram `—` • � Gym $8 ^ loc etal tl VaoDyk Mab°°q 69 s 40 !S3 Yf 1 4° 160 9� 1651h AVE t iO1a g Jerry sarr z a.r a A 10100 g HI 134 ter` Peggy e. Win 239 40 280 157 40 ' ' b Quam & Eleanore 30 t_.. =. !". Course garle asonond g °mom Forrest o.a Toad IJoda 70 152 75 160 160th AVE 158 6 �4o c�i. 40 197 105 L o. r! h, Kathleen J h� t J t U J TF 5 VIM.. Ter tr n 4o M c Trust FAMdh GG & & aafmoad ab 90 Dorn& Tahn Ali SLoddat1 15 14 127 w 240 °°°afore 16 � _ t 1� t r � go 160 W 200 Ej IN 105 w N • t'i`t 107 h o w - a Id Dennis Grace g J 1 40 4o C�JRNERS 634 ao 558 _2� 40 iwon� 74mr �., 7 5hephmt S $ f Carob! U) osru aslr�shkr » 40 110 L Dairy Inc 343 t6o 7 �� 3E ° I Helen & MNmer /` I Cl-- h L \ I Vernon & P Donavan & Donavan & 320 9 John & Rebecca L Karen Karen I R ' Na Gerald& y 239 O ^ • 1 Ham O i$6 4 3 392 ' 240 160 \� 1 1 320 70 160 Cl- 80 �! g 140th AVE s n ® Wt fir L arr l e m I t awe 40 C 40 1-9 40 I M L >� 240 t2 1171ckelwn I / / 1 290 ,� g SON 5 $ 63 Don Ghfar Dennis & $ , 40 Fern � Se .�s1 Partnershi // G race Emmmert 9� yyy t6 190 w I� Al len / 'I I F9 Yk1!k ! rra t I 155 71 360 43 h & Carol H011- 1r� 120 H Q 145 is r . 9 2001 J 9 s°s s 80 80 Ka— 170 God 40 a cr s n A 130th AVE /$ ~ Emmert Cori zt �° m L&W Kuhlman �U lt AMM & o •" Potts How ard & �■ Stoddard Edna Landry r I a Walker i NEW C ad N a-- s " q ° 1 160 120 75 155 ° b 120 139 t- Ken 3 230 1 g ° a ftk Larne a s %J 6F Gm $ & B Mmdtlata " Quam O V ft 40 t g 40 12 so 4 f E. �mvmmr 2 Robert & Hann! ata�m a° i Sg9 �y ,FAN Darld atlwn 39 ]20 to, p 150 153 120 E 120th AVE ° 120th AVE 205th ST HAMMOND PAGE 36 EUSWORN CO -aA CREAMERY 0 ►`�'"�''�`'' CHEESE CURD CAPITAL OF WISCONSIN PO BOX 610 • ELLSWORTH, WI 54011 (715) 273 -4311 FAX (715) 273 -5318 52 T -30 -N • R -17 -W ERIN PRAIRIE DIRECTORY See Pages 135 -140 For Additional Names. (Reddentls - Owner or Renter) STANTON PAGE 69 CYLDN PAGE 71 _ 180th AVE Km!od ■ ■ K ■ ■ ■ S Sortm ''� f * �a ■ H Robert �- EMkhad ^ TT ■s Slim • 3 ° yy Ott; N tivcL rw ■ «y 6 5 Schmit I 3 ■ � ° h 1 Emmea 1 gg 1 a o � 9 sun ■ mm I NG ~■ y ^✓ • �" David y B nds )I�An� _ _ ■ S_beel _ ■_ _ • Now ■ ■ GG ■ ■ i EP s Arlan ■ ■ •em — 1701h AVE J Gillen Swanson h Craig ■ ■ H Ulu Turn ;r1� ■ alrb ■ P i ■ :- dkmb Mkhad • I t d eery Ham rnt�i roe.w ■ xaw°'1h • nald ■N Fat lackelen '" i t w mt< ■ Mahoney t ■ ■ Na'er Madbw U I o , ■Neil •� y ohn ■ $ Chris 165th AVE ■ Pohl 7 n MBRro; ■Dwayne • A ■ out 10 9 Nippoldt ■ 4� Raimond rite ■ t 162nd AVE ,d t 1ppoldt in n- Q ;orgstrom ( R ■D _ way- Nygren t ■ o E M ■ ju6�.fae < < 160th AVE — �i ■ ■ y ■ N ib. ■r MAY N ■Glen ■Darrell L 8 ■�� ■� L T KarloAe Stoddard njohn Robert ■Thn Sul= Roder ■ F 0 Steve 18 l 17 16 15 Herb MeR 14 J c m 13 V .Michael • Ames ER ' N _.. a Peterson Harold GG CkNERS ■Ijm Q mow ■ esl� Emm Mkhael BIKEWAY Ra Ros ndall SYSTEM Rebhan 1 wC,eur Terry at a Pat Z Enn hs dT T — — — — r— �tl i i Marshall O ■ wDonald ■ Ray Ch Ism ' Maloney Maloneg i Mi ■ D Mitchell' Bohattta ACw . � 7 �� d o. � Herma°se° ■terry � jr Emmert N ` N 19 I "� 20� 21 I 22 1 � 2 23 24 V Robert V / ■Tom Stafsholt ■Harlin agel Kukusta K ■ 140th AVE ■ran h" A De Dennis ■ ■ Anne ■g �g $antsbpn Heinbuch t I Emmert Donahue 30 s 27 �n Q' 26 n>o° 25 Uff . Dennis H egimd ■ e �rl,.r � t30thAVE ■ 'CE Soder� ■ / /' ce ^? 1 RAeschBman P hl�n Wall= �errreyv �� ( Howard }logden I wa 31 X32 33 I 34 3 ' taa I CASE PIN Steve i ■ LAKE KE W ■h �\NN�K\NNC Clennon .elson ■ ■ I Beldt ■dS Thum Kevin Brad Darren Grove Hawley E 120th AVE HAMMO PAGE 37 120th AVE Bruce Erickson Pohl's Landscaping .� Builder �I �l a New Homes &Lime Quarry • unpo Additio S • unpo Crushed Lime Rock • Decks Black Dirt, Sand & Fill , G arag es Repair & Resurfacing Driveways • Remodeling Lawn Prep, Lawn Seeding • Roofing (715) 684 -2593 1665 190th St • New Richmond, WI 54017 715- 246 -4418 53 M 0 r p � p O O CD F+ W