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042-1046-50-300
cltt:'h t3ep`rtment of Commerce County: Wisc Safety lln Building Division PRIVATE SEWAGE SYSTEM St. Croix INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 506144 0 GENERAL INFORMATION 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: Nelson, Gary D. I Warren, Town of 042 - 1046 -50 -300 CST BM Elew lnsp. BM Elev: BM Description: Section/Town /Range /Map No: /Z*V I (-� m l G`a-T 17.29.18.2621340 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER . CAPACITY STATION BS HI FS ELEV. 71 to 1153 10 ✓ ab Septic Benchmark � � /off Y •'fo 1 Dosing �G 2 �� AI� Y , h'� S /OZ • ' 7 • Bldg. Sewer t, Holding St/Ht Inlet 9 • 19 TANK SETBACK INFORMATION St/Ht Outlet 16 .113 2 TANK TO OV4 WELL BLDG. Vent to Air Intake ROAD DtInlet 13, Z 1$. Z Septic '� / # — — Dt Bottom /L, b 9� • to ! x. � 1 Z4 . Dosing /to i If ' /O Of 4/10 i Header /Man. 4 n cf 3 4 Aeration Dist. Pipe y. a 7.j. 3y I�olding _ Bot. System 95 1 � PUMP /SIPHON INFORMATION Final Grade 3. L. �•�O.3`� 3K Manufacturer Demand St Cover Leo a��.cY 5 ! d Z . GPM �� r J 7 Model Number �� • t.J 0 3 / I L , (40 10, -7 3 17 (,7 � � C... .�o TDH Lift 73 Friction�s SystemeacJ r tt � _ r �� Forcemain Lengt // hf Dia. r Dist. to Well SOIL ABSORPTION SYSTEM BED /TRENCH Width ' Length No. O Trench PIT DIMENSIONS No, Of Pits Inside Dia. Liquid Depth DIMENSIONS 75 SETBACK SYSTEM TO P /L7p, BLDG IWELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHA Typeystem: s r UN O �, /_j J � Model Number O Q vim, DISTRIBUTION SYSTEM �{ Header /Manifold Distribution i x Hole Size I x Hole Spacing Vint to Air Intake / Z 5 Pipe(s) 7p 5 1 J 7S Length Dia Length — 7 Dia Spacing 3 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 % '\ Yes No ° Y'es No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:_ �4, /_� / 0-7 Inspection #2:___ / Location: 986 901st Street Roberts, WI 54023 (NW 1/4 NW 1/4 17 T29N R18W) NA Lot 2 Parcel No: '17.29 18.2621340 ' 1.) Alt BM Description = 2.) Bldg sewer length = 12, - amount of cover Plan revision Required? Yes �No Z4 �>1 3 �75 Use other side for additional information. �, . No. Date Insepctor's ignature SBD -6710 (R.3197) j r - r a commerce.Wll,gov Safety and Buildings Division County 0 201 W. Washington Ave., P.O. Box 7162 f / t � sc o n s n Madison, WI 53707 -7162 Sanitary Permit Number (to lied in by Co.) t i nepadment of Commerce 5 a (v f be d Sanitary Permit Application State Transaction Number In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of thi to t app iate ernmental unit is required prior to obtaining a sanitary permit. Note: Applicatio s state ned WTS are Project Address (if different than mailing address) submitted to the Department of Commerce. Personal information you secondary u oses in accordance with the Privacy Law, s. 15.04(I)(m), Stats. 1. Application Information - Please Print All rm to Property N ame ` R Parcel # - 3t0 -J ` Property Owne s ailing Address APR 2 0 2007 Property Location / ZLZ13 yn w Govt. Lot City, State / Zip Code T'>�F UNTY �j� ' /,,' / <, Section __/7 / circle one 11. Type of Building (check all that apply) L 15 Lot # V T � N; R E o I or 2 Family Dwelling- Number of Bedrooms ot0 Subdivision Name -4 - i lovAo OJS4. Block # 9 ; Jb +vle- G� ❑Public/Commercial - Describe Use / ��.n- - El city of ❑ State Owned - Describe Use C Number El Village of To of k 75 IL (4 9 111. Type of Permit: (Check only one box on line A. Complete line B applicab e A. New System El Replacement System ❑ Treatment/Holding Tank Replacement Only El Other Modification to Existing System (explain) r B. El Permit Renewal El Permit Revision El Change of Plumber El Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner I IV. Type of POWTS System /Component/Device: Check all that apply) D dV D v ❑ Non - Pressurized In- Ground ❑ Pressurized In- Ground ❑ At -Grade KMound > 24 in. of suitable soil ❑ Mound <24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis ersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required t) Dispersal Area Propose s System Elevation VI. Tank Info Capacity in Total # of Manufacturer Y Gallons Gallons Units New Tanks Existing Tanks a U H C4 w n. Septic or Holding Tank zno /9 I SL Dosing Chamber — t Vll. Responsjb Statement- I, the undersigned, assume res nsibility for installation of the POWTS shown on the attached plans. Plumber's e (Pri t) Plumb 's ZSiy MP IMPRS Number Business Phone Number f / G 3 Plumber's A dress (Street, City, Stat ip Code) zzc , /) �- Vlli. Count IDe artment Use Onl Approved ❑ Di Permit Fee Vued Iss uing ntSignature oA r Gi�Res,, Denial L V7�� IX. Conditions ofApproval /Reasons for-Disapproval . G 2 — �OM +t,.. SYSTEM OWNER: `"" ) 1. Septic tank, effluent filter and I ^-� — P� dispersal cell must all be services / maintalned as per management plan provided by plumber. 2. All setback requirements must be mairdairW alit per appr4lillilillitt9dWilfardillillftoe system and submit to the County only on paper not less a 8 112 11 inch SBD -6398 (R. 01/07) Valid thru 01/09 A), P,,xL in LO-- Lk_ k ZZT . /Zo 97 6 7 T ;r T-,Zq& P, (13 (, , I � ".3Aiza 640(x (o - t / 3 r3� /� C NN 5 ��f � ."J i ki 6z1W;, 77 97.67 - r -Zlj N, F, t o ?/zo .3G77�' ii- mss,;?' 3 I J C S. i3 X 175f Safety and Buildings 4003 N KINNEY COULEE RD COt11111erC @.WLgOV LA CROSSE WI 54601 -1831 isconsin www.comerce.wi.gov sb/ www.wisconsin.gov Department of Commerce Jim Doyle, Governor Mary P. Burke, Secretary i March 29, 2007 CUST ID No. 224263 ATTN: POWTS Inspector KIM A O CONNELL ZONING OFFICE K.O. CONSTRUCTION ST CROIX COUNTY SPIA 504 3RD AVE 1101 CARMICHAEL RD OSCEOLA WI 54020 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/29/2009 Identification Numbers Transaction ID No. 1382974 SITE: Site ID No. 723683 Gary Nelson Please refer to both identification numbers, 101st Street I above, in all comes ondence with the a genc Town of Warren St Croix County NW1 /4, NWIA, 517, T29N, R18W FOR: Description: Three Bedroom Mound System / New construction Object Type: POWTS Component Manual Regulated Object ID No.: 1124232 Maintenance required; 450 GPD Flow rate; 30 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01), Pressure Distribution Component Manual - Version 2.0, SBD - 10706 -P (N.01 101) 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, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manual(s) referenced above. • 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 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. Stats. • The area within 15 feet horizontally down slope of the dispersal cell shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • Comm 83.22(7) - A coDY of the approved plan s 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. P.O.W.T.S. Conditiaflnrly 170 r% APPROWLi I l n...wiMENT OF COMME RCE __- - KIM A O CONNELL Page 2 3/29/2007 Owner Responsibilities: • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • Comm 83.52(1)(a) - 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. 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. • 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. 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 eaM im POWTS Plan Reviewer, Integrated Services (608)789 -7892, Mon - Fri, 7:15 am - 4:00 pm WiSMART code: 7633 jerry.swim@wisconsin.gov cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544, Friday, 7:00 A.M. To 3:30 P.M. r , FIE -- MAR 2 7 2007 w � &$V1LpJN(%OUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN St�G" Residential Application INDEX AND TITLE PAGE Project Name: GARY NELSON Owner's Name: GARY NELSON Owner's Address: P. 0. BOX 24 ROBERTS WI 54023 Legal Description: NW-- NW-- SEC17-- T29N - -R18W Township: WARREN County: ST CROIX Subdivision Name: NA Lot Number: 2 Block Number: Parcel I.D. Number: Plan Transaction No.: Pagel Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency 9EE �l� N o f Spf ETY pNU �u►► �!`��' Page 7 Pump curve and specifica Page 8 PLOT PLAN GOR SPONDENCE Designer: KIM A OCONNELL_ License Number: 224263 Date: 03/22/07 Phone Number: 715 - 755 -3145 Signature: Designed Pursuant to the 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 4.01 (R. 09/04) Page 1 of 8 r , Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 83 -44 -3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of <= 36 inches. 450.00 Design Flow (gpd) 5.20 Site Slope ( %) 97.67 Contour Line Elevation (ft) 30.00 Depth to Limiting Factor (in) 0.60 In -situ Soil Application Rate (gpd/ft) Distribution Cell Information 75.001 Dispersal Cell Length Along Contour (ft) = 6.00 1CeII Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /ft 1 I 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 3.00 Lateral Spacing (ft) If N above, enter the elevation ft 2 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) (e.g. 0.25) 3.00 Estimated Orifice Spacing (ft) = 9.00 ft /orifice 2.00 Forcemain Diameter (in) 35.00 Forcemain Length (ft) Does the forcemain drain back? L t � 90.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 5.71 Forcemain Drainback (gal) 8.00 Vertical Lift (ft) 67.38 5x Void Volume (gal) 3 5 0.34 Friction Loss (ft) 73.09 Minimum Dose Volume (gal) J 14.84 Total Dynamic Head (ft) 20.60 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x x 1.00 1.50 1.25 x 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information 1000.00 Total Tank Capacity (gal) 1000.001 Septic Tank Capacity (gal) 49.00 Total Working Liquid Depth (in) WEEK - Manufacturer 20.41 gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.001 Dose Tank Capacity (gal) PLOY-LOK Filter Manufacturer 21776 Dose Tank Volume (gal/in) PL -525 Filter Model Number WEEKS Manufacturer Project: GARY NELSON Page 2 of 8 y Mound Plan View T .................................................................... ............................... J 1 /10 B Observation Pipe rK ...: ..... .... .. — o A W I B :'_� — 3 :. . L i Mound Component Dimensions A 6.00 ft E 9.74 in H ft . K 7.34 ft B 75.00 ft F 9.50 in 1 Eift ft L 89.69 ft D 6.00 in G 0.50 ft J ft W 18.13 450.00 (ft Dispersal Cell Area 1 1010.811 (ft Basal Area Available 6.00 (gpd /ft) Linear Loading Rate 1 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 99.96 (ft) ---► G ................... F Dispersal Cell 98.67 (ft) Lateral 98.17 (ft) --- — :..... , :.. ' . Invert Dispersal Cell s Elevation : E D . 0 n 97.67 (ft) Contour Elevation 5.2 % Site Slope Geotextile Fabric Cover Shading Key a T Dispersal Cell See lateral details on 10 Topsoil Cap 1.5 ft Page 4 for number, size, Q ,,,,,,,,, Subsoil Cap c and spacing of laterals. �) I ,,,,,,,,, ASTM C33 Sand ' 1 ! F Laterals are equally d 0.5 ft Typical Lateral spaced from the Tilled Layer c ,� distribution cell's Aggregate o 5 centerline in the — A - r distribution cell (Ax8). Project: GARY NELSON Page 3 of 8 End Connection Lateral Layout Diagram Laterals centered over the A & B dimension • = Turn-up V ba I I valve or al ea n out pl u g rFoyoo P aterals are identical IE X —* I Hol es drilled on the bottom of the lateral S equally spaced main connection via tee or oross to manifold at any point. Laterals & force main of PVC Sch 40 [per COMM Table 54.30 -51 Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 3.06 ft Lateral Length (P) 73.44 ft Orifices per Lateral 25 Lateral Spacing (S) 3.00 ft Orifice Density 9.00 fe /orifice Lateral Flow Rate 10.30 gpm Manifold Length 3.00 ft System Flow Rate 20.60 gpm Manifold Diameter 1.25 in Total Dynamic Head 14.84 ft Forcemain Velocity 2.10 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and --► _T 4 in. min. Comm 16.28 WAC Disconnect Tank component is properly vented E— Alternate outlet location Forcemain diameter WEEKS r Manufacturer_ 2 in. Capacityl 800.00 Gallons Volume 21.76 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 23.41 509.31 B 2.00 43.52 C Pump off e levation (ft) C 3.36 73.09 1 90.67 D 60 174.08 D Total 1 36.761 800.00 Dose tank elevation (ft) 3" Bedding uncler tank, 90.00 Alarm Manuafacturer SJE- RHOMBUS Alarm Model Number ITANK ALERT 1 Pump Manufacturer GOULDS Pump Model Number WEO311 L Pump Must Deliver 20.60 gpm at 14.84 ft TDH Project: GARY NELSON Page 4 of 8 Mound System Maintenance and Operation Specifications Service Provider's Name KIM A OCONNELL Phone 715- 755 -3145 POWTS Regulator's Name [- ST CROIX COUNTY ZONING 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 ft Maximum FOG 30 mg /L Type of Wastewaterl Domestic Maximum Fecal Coliforml >10E4 1 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 eve 1.5 ears Mound Inspect for ponding and seepage o nce every 3 ye ars 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 Tum -up Detail Finished ...����.......•, ............... Grade vl 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: GARY NELSON Page 5 of 8 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code Gener 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 (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 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. The operating condition of the septic tank and outlet filter 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 filter is equipped with an alarm, the fitter 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 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 exceed 220 mg/L BOD5, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD5, 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 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 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 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. Continency 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 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: GARY NELSON Page 6 of 8 I i GOULDS PUMPS Submersible Effluent Pump — P MODEL 3 rt= WE Series PROSURANCE AVAILABLE FOR RESIDENTIAL �. APPLICATIONS. — ., ►fie' A 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. • S1TOW or STOW severe duty construction. • Motels ■ Fasteners: 300 series oil and water resistant ■ Power Cable: Severe duty • Schools stainless steel. power cords. rated, oil and water resistant. • Hospitals • '/3 —1 HP models have P ■Capable of running dry Epoxy seal on motor end • Industry without damage to NEMA three prong provides secondary moisture • Effluent systems components. grounding plugs. barrier in case of outer jacket • 1 '/2 HP and larger units have dama a and to prevent oil ■ Designed for continuous bare lead cord ends. g p SPECIFICATIONS operation when fully wicking. Standard cord is 20 . Pump submerged. p g Three phase (60 Hz): Optional lengths are available. g • Solids handling Class 10 overload protection • capabilities: ■ 0 -ring: Assures positive g p MOTORS must be provided in 3 /4' maximum. sealing against contaminants separately ordered starter • 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. Tested to LIL 778 and ■ Designed for Continuous CSA 22.2 108 Standards • Temperature: ■ Class B insulation on g ® By Canadian Standards 1047 (40 °C) continuous '/3 -1 '/2 HP models. Operation: Pump ratings are Association 140 °F (60 °C) intermittent. ■ Class F insulation on 2 HP within the motor manufacturer's C M us File #LR38549 • See order numbers on models. recommended working limits, Goulds Pumps is ISO 9001 Registered. reverse side for specific HP voltage, phase and RPM's METERS 30 RSS FEET r 1. ___. _ _ _ available. I SERIES: W 1Z,. WE15HH SIZE: 1 /4' S OLIDS 35 RPM: 3500 & FEATURES _ 1750_ _. 110 WE20H --► SGPM . - ■Impeller: Cast iron, semi- 30 100 5 � open, non -clog with pump- 90 - wE15H -- - -- _ out vanes for mechanical = 25- 80 E10H _ seal protection. Balanced for U smooth operation. Silicon , zo eoiH bronze impeller available as n 60 wE05 an option. a 15 50 EOSH : __ ____ - _ __ ■ Casing: Cast iron volute ° 40 L type for maximum efficiency. 10 30 - VuE03M 2" NPT discharge. z WE03 ■ Mechanical Seal: SILICON 5 CARBIDE VS. SILICON - CARBIDE sealing faces. 0- 00 10 Zoo 30 40 so e0 70 80 90 100 110 120 130 140 150 160 GPM Stainless steel metal parts, L BUNA -N elastomers. 0 5 10 15 z0 25 30 35 m CAPACITY Goulds Pumps ITT Industries a : e__ -: _ -- _- www.goulds.com y / o F I i Wisconsin Department of Commerce SOIL EVALUATION REPORT Page Of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), dlmWn aim l Sawal I.D. percent slope, scale or dimensions, north arrow, and location and distan ne roa Please print all information. Revie y Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Zjj Q 7 Property Owner RECEIVED Property Location Govt. Lot 1/4 1/4 S T N R �(or)p '41Z"Z'e1A ) Property en's Mailing Addre ZOO 7 Lot # B10 C Subd. Name o M# APR 2 0 City Stat Zip a Phone Number [I City C1 Village Town Nearest ST. CROIX COUNTY r L:E�� W3 1 0 New Construction Ilse :X Residential Jr Number of bedrooms �_ Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material G�Z Flood Plain elevation if applicable ft. General comments and recommendations: ��n, s <O ®� � J d,1 c o1 ,� eT �17 7 Boring # El Boring 0 Pit Ground surface elev. ,� ft. Depth to limiting factor . z in. Soil Applica tion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 11 AP2 r o� Boring # El Boring pit Ground surface elev. 2 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 G 7 * EjOuent #1 = BOD > 30 < 220 mg /L and TSS >30 150 mg/L * Efll #2 = BOD < 30 mg/L and TSS < 30 mg/L CST lease rd) - Signature -, CST Number r Address bate Eva cation Cond Telephone Number ' nTt\ n'.�n Mnn Mn i Property Owner / Parcel ID # Page of 3 ❑ Boring # orir� pit Ground surface elev. &-�77 ft. Depth to limiting factor � in. Soil Application Rate Horizon Depth Dominant Color . Redox Description Texture Structure Consistence Boundary Roots GPDffF in. Munsell Qu. Sz nt. Color Gr. Sz. Sh. *Efr#1 *Efr#2 I i I ❑ Boring # ❑Boring El pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 i I ❑ Boring # El Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. i Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Ef€#2 * Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 150 mgA- * Effluent #2 = BOD < 30 mg/L and TSS c 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. SBD -8330 (R.07/00) - L Al �,- 36' G D I Wit 97,7 � I 1 Gtr �J���F.,✓a� i 49 2263:21 VOL 21 PAGE 5191 KATffEr I H. REGISTER OF DEEDS ST. CROIX Co., WI CERTI FI E0 S V RVEY MAP RECEIVED FOR RECORD 04/11/2006 02:35PM LOCATED IN THE NW1 /4 OF THE NW1 /4 OF CERTIFIED SURVEY MAP SECTION 17, T29N, R 8W, TOWN OF WARREN REC FEE: 15.00 COPY FEE: 4.00 ST. CROIX COUNTY, WISCONSIN PAGES: 3 OWNERS SURVEYOR ••��� " rrr,l1lr11111 " , " ELDO & MARIAN HAMANN EDWIN C FLANUM p�` `SGONS'�/����q 1019 100TH AVENUE NORTHLAND SURVEYING, INC. va ROBERTS, WI 54023 P.O. BOX 14 = EDWIN C. ROBERTS, WI 54023 FLANUM = SCALE IN FEET 1" = 150' S -2487 NW CORNER NOTE: AMERY c SECTION 17 NO OWNER OR RESIDENT SHALL DO WIS M50 O 150 ANYTHING THAT WOULD INTERFERE WITH OR CHANGE OPERATION OF THE PONDING ���ii �<JS+`J — \ AREA AS SHOWN ON THIS CERTIFIED �� fill '1111Flrr ( �` DO�- \NE: SURVEY � \ LIMITED T BUILDING INC BUT IS N - NG UPON,OT � n U` v OBSTRUCTING, ALTERING, FILLING, - _ �- 35a.1 '! EXCAVATING OR PLANTING IN THE -! T o4AI W DRAINAGE AREA. _ �- --�� 57 W 286.91' n —� \ ��OOTH A C1 W sv� °aa Z - -- --1 3 , -- -- - - �t -- C2 f56.B5 1 I I� 1 g BENCHMARK m v i. w j- I� N C3 TOP OF REBAR i c N A ELEV. = 1061.69 p LOT 7 r O v - .. m I� 3 2.22 ACRES I m Z i p I w $ ( 96,904 SO. FT. 1 I I O 1 p m 1 0 N.B.A. = 1.7 AC. i V z V G m 2 L8\ v \\ w L. B.O. = 1066.14: o y - r w G \ v0 \\ N83 °30'44 "E 367.7 ' j v , l X1 51 �'i poi A I �_ rn ,I (5;Z I'; BENCHMARK �D� D°D °11NI10 0� p tn TOP OF REBAR �„ w i ,Dw Ul -- -- -- - ---- ( iv ELEV. = 1073.71 0 O 0 0 w \ra - to pc ---- -- Dom° 509- I S 9 � ----------- - - - - - - 66' r gC :. � 33'I3 Inc I ° i (S-- p N89 °54'46"W 366.00' LOT 2 �= � � Ili j N 300.00' 66.00' L5 2.37 ACRES w p 103,358 SO. FT A . i I � O N.B.A. = 2.2 AC. ': � � °.:`�o I C�7t A .� °�'`;"� 1 CEN A L50T ACRES 3 - N85 °05,55 "E 3B7.98' 1 109,277 SO. FT. � N.B.A. = 2.5 AC. ? - - W -- - - x.185 106 55 "E 826.40' 80' RADIUS TEMPORARY I j o ��D �, D� CUL -DE -SAC TO BE REMOVED I 1 R[L , CU D _ — — — — — — _ - UPON ROAD EXTENSION AND 1 - — EASEMENT EXTINGUISHED, I I S SOUTH LINE OF THE o NW1 /4 OF THE NW1 /4 � DRAINAGE AREA LINE TABLE LEGEND a NUMBER BEARING DISTANCE 09 ALUMINUM COUNTY SECTION N L1 S07 °19'45 "E 113.49' CORNER MONUMENT FOUND U L2 S51 90.73' • 1 5/16" O.D. IRON PIPE FOUND L3 S15 °18'40 "E 103.35' L4 S1 7'47'24"E 158.17' 3/4" IRON REBAR FOUND 11) L5 S72'1 2'36'W 50.00' x w L6 N17 °4724'W 159.25' O 3/4" X 18" IRON REBAR SET WEIGHING F <n 1 � 1.50 LBS. PER LINEAR FOOT O > L7 N15 °18'40 "W 91.65' - N W1/4 CORNER ow ¢ SECTION 17 LS N78 °54'59"W 17.51' SOIL TEST uj U p CURVE DATA TABLE ---X X EXISTING FENCELINE w O NUMBER C1 C2 LU 00 RADIUS 1302.00' 1335.00' "• . 100' BUILDING SETBACK LINE a Z y CENTRAL ANGLE 2 °30'59" 2 °45'42" c/) O CHORD BEARING S79 °00'1 7.5"W S79 °07'39"W —� PROPOSED DRIVE O O ' CHORD LENGTH 57.18' 64.34 Z N.B.A.= NET BUILDABLE AREA p ARC LENGTH 57.19 64.35' m U TANGENT IN S77 _ 44'48 S77 °44'48 'W - . - - _ 12' WIDE UTILITY EASEMENT TANGENT QUT S80 °15'47 "W S80 °3930"W L.B.O. = LOWEST BUILDING OPENING THIS INSTRUMENT DRAFTED BY SAM ADAMS JOB NO. 05 -14 DATE 3 -29 -05 SHEET 1 OF 3 SHEETS H.W.L. = HIGH WATER LINE ELEVATION I of 3 Vol 21 Page 5191 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND - O W NERSHIP CERTIFICATION FORM Owner /Bayer Mailing Address S Property :Address (Verification required irom i lanning Lolling Department for new cons(ruction.) City /State /� /T S� Parcel Identification Number - LEGAL DESCRIPTION Property Location &J 1 /. 4 ' ! ;, Sec, l , — N R W Town of Subdivision . Lot # . Certified Survey Map # _ Z22 ZO , Volume , Page # & /Q� _ Warrataty Deed Volume_ _ - , Page # Spec house 110 Lot lines identifiable y e iip 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 thx(cv 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 §C'omm. 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. I /we, 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. 1 /wc certify that all statements on this lurnt are Inc to 11w best of my /our knowledge. I /we ani/are the owners) of the property described above, by virwe of a warranty deed recurded in Register of Deeds Office. Number, of bedrooms SI ATURE 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 applicatibn a recorded warranty deed from the Register of Deeds Offlae and a copy of the Certified survey map if reference is made in the warranty deed. ;REV. 08/05) STATE BAR OF WISCONSIN FORM 7 - 1999 KATHLEEN H. WALSH TRUSTEE'S DEED REGISTER OF DEEDS Document Number ST. CROIX CO.. VI RECEIVED FOR RECORD E ldo E. Hamann and Marian E. Hamann 08/18/2006 10:00AN as Trustee of the Eldo E. Hamann and Marian E. Hamann Revocable Living TRUSTEES DEED EXEMPT ii Trust dated December 22, 2003, REC FEE: 11.00 for a valuable consideration conveys without warranty to Gary Nelson and TRAKS FEE: 186.00 Jillienne Nelsonahusband and wife, * /k /a Gary D. Nelson an COPY FEE: J*I J` Nelson CC FEE: PAGES: 1 Grantee, the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Recording Area Part of the Northwest Quarter of the Northwest Quarter (NW I /4 of NW 1/4) Name and Return Address of Section Seventeen (17), Township Twenty-nine (29) North, Range Eighteen (18) ;;1 VEF ',fALLEY ABSTRACT & TITLE West, Town of Warren, described as follows: L 2 of Certified Survey Map recorde 1200 HOSFORD STREET, SUITE 201 April 11, 2006 in Volume 21, Page 5191 as Document No. 822630. HUDSON, WI 54016 Part of 042 -1046- 50-000 Parcel Identification Number (PIN) Dated this t ay of August 2006 — P * ELDO E. HAMANN * MARIAN E. HAMANN Trustee Trustee AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ) ss. ST. CROIX County ) authenticated this day of � Personally came before me this ay of August 2006 the a ove named PLl Eldo E. Hamann and Marian E- Hamann as trustees of the ,1 1r Eldo E. Hamann and Marian E. Hamann Revocable Living TITLE: MEMBER STATE BAR Ot Trust dated December 22, 2003, (If not, a nown t be th r n(s) wh e--- teel•the foregoing authorized by § 706.06, Wis. Stats.) i k o e he ame. THIS INSTRUMENT WAS DRAFTED BY Judith A. Remington, Remington Law Offices, LLC * v. kP-- — P.O. Box 177, New Richmond, WI 54017 (715) 246 -3422 Notary Public, a Wisconsin My CommissioA is permanent. ( not, state expiration ate: (Signatures may be authenticated or acknowledged. Both are not necessary.) * Names of persons signing in any capacity must be typed or printed below their signature. Wdonnalion Proiessionais Company. Fond du Lac. wi 900-655 -2027 STATE BAR OF WISCONSIN TRUSTEE'S DEED FORM No. 7 - 1999 toff 1904 Wisconsin Department of Commerce © SOIL EVALUATION REPORT p age 1 of 3 Division of Safety and Buildings Co A.C.E. Sal & Site Evaluations C Attach complete site plan on paper not less than Plan V� "" ou St. Croix include, but not limited to: vertical and horizontal refere t irection and par I LD. percent slope, scale or dimensions, north arrow, and locatio to nearest road. Prt of 042- 1046 -50 -000 iF;�OQ Please print all information. R W By ate � � Personaj K*Nmsbm you Provide maybe used for seoondsry PwPom (Privacy L'• s. + ,( ; i t l i Property Owner P Eldo E. &Marian E. Hamann Govt. Lot NW 1/4 NW 19 S 17 T 29 NR 18 W Property Owner's Mailing Address Lot # Block # Subd. Name or CS _,eed CSM �� 1019100th Ave. 2 City State Zip Code Phone Number City Village Town Nearest Road Roberts WI 1 54023 1 (715) 749 -3903 Warren 100Th Ave. Use: Code derived design flow rate 450 GPD New Construction 1/ Residential / Number of bedrooms 3 J Replacement _j Public or commercial - Describe: Parent material Glacial till Flood plain elevation, if applicable na General comments and recommendat'rons: Install mound system with 5' x 90' dispersal cell. System elevation to be 103.56' at 6" above 103.06' c ntour. E Boring# _j Boring r✓6 Pit Ground Surface elev. 102.85 ft. =Deptho factor 40° in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 PDT *Eff#2 0 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-22 10yr3/2 none sil 2fsbk mvfr gs 2vf,f 0.6 0.8 2 22-40 10yr4/4 none sil 2fsbk mvfr cvir 1vf,v 0.6 0.8 3 40-56 10yr5 /4 f2d7.5yr5/8 SO 1msbk mvfr - 1vf 0.4 0.6 a Boring # J Boring pit Ground Surface elev. 100.61 ft. Depth to limiting factor 39" in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz Gr. Sz. Sh. *Eff#1 *Eff#2 in. Munsell Qu. Sz. Cont. Color 2fsbk mvfr aw 1fm 0.6 1.0 1 0 -11 10yr3/3 none sl 2 11 -18 7.5yr4/6 none cost 1msbk mvfr cw 2vf,f 0.4 0.6 3 18-39 7.5yr4/4 none sl 1msbk mvfr aw 1f,vf 0.4 0.7 4 39 -52 7.5yr4/6 f2f 7.5yr5/8 ffs 1 msbk mvfr - - 0.5 1.0 *Effluent #1 = BOD 30 < 220 mg/L a TSS >30 < 150 L Muent #2 = BOD <30 mg/L and TSS < 30 mg /L CST Name (Please Print) Sinatu gre: CST Number 3602 James K. Thompson Address A.C.E. Soil &Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, 54020 4222005 715 - 248 -7767 r - E,YiSfi rc�i < lei N ' Scale: / =510 A /oe, 2 p�gooseol 7 n 1 K6F,tp� �x�s{,'.,_, �„c e%�� (jlot /of 4'�J.� B�, �'Yta -��f' � To oFy " e. ft��• �. : TvP °( P R�• �ss ur►,c ¢Icy _ let. 60' y� Cleve = 9R9y ` � _ bi io3. So' I 36'7 95 3 c�3 • >� /1 a RECEIVED O MAY 0 2 2005 ST.CROIX000NT� ZONING OFFICE CERTIFIED SURVEY MAP LOCATED IN THE NW1 /4 OF THE NW1 /4 OF SECTION 17, T29N, R18W, TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN. OWNERS SURVEYOR ELDO & MARIAN HAMANN EDWIN C FLANUM NW CORNER 1019 100TH AVENUE NORTHLAND SURVEYING, INC. SECTION 17 ROBERTS, WI 54023 P.O. BOX 14 ROBERTS, WI 54023 9 9T 04 4 4 8N11 358 W 7 W 1 OOTH A f c S °4 -23ao 0o W �- I m�n I o I (n I m C m 0 J .............• W m N... .. LOT 1 �I z o ul 91 � �� 0 ( 2.22 ACRES I ja N m I A ° 133' \ 96,904 SO, FT. I 33' j z �oUoLA/IJ o 18 �� \ r N.B.A. = 1.7 AC. I Z ` X31 I �r IOO 0 $ ° \ v \w I I .' _ _ �1 Z \ G3LC�OG°DG W \\ ��m \ N83 °30'44 "E 367.78' j J I N I �` m to i 1 N89 0 54'46 "W 366.0 N \ \ 0 }�o I � a rn \ \ I � c 300.00' ss.00' m \_ LOT 2 j I 9 N O °' ' L5 2.37 ACRES p „ 103,358 SQ. FT. I I I W N.B.A. = 2.2 AC. I / 80'R TE P. 0T 3 w I CUL SA N85 °05'55 "E 387.96 : . Q ` 109,277 SO. FT, I N N.B.A. = 2.5 AC. :tea 0' I I� ., 760.40' 80' RADIUS TEMPORARY I W N85 005155 11E 826 .40 CUL -DE -SAC EASEMENT TO M 1pLGJ`�4GD L�LaGrJD� BE EXTINGU ON ROAD EXTENSION I � ------------- - - - - -- 1 o SOUTH LINE OF THE I o \� NW1 /4 OF THE NW1 /4 1 � DRAINAGE AREA LINE TABLE LEGEND a . I NUMBER BEARING DISTANCE ALUMINUM COUNTY SECTION L1 S00 °53'26 "W 110.57' ML a N CORNER MONUMENT FOUND 7 1904 ilifisconsin Department of Commerce O SOIL EVALUATION REPORT page of 3 Division of Safety and Buildings i A.C.E. Soil & Site Evaluations CEIVE Cou Attach complete site plan on paper not ass than Plan St. Croix: include, but not limited to: vertical and horizontal refer t irection and par I I.D. percent slope, scale or dimemsions, north arrow, and ce to nearest road. Please prints// information. MAY 0 2 200 Prt of 042- 1046 -50 -000 Revi By Date Personal mtrmation you provide may be used for secondary proposes (Privacy , S. co UN Property Owner P Eldo E. & Marian E. Hamann Govt. Lot NW 1/4 NW 1/4 S 17 T 29 NR 18 W Property Owner's Mailing Address Lot # Block # I Subd. Name or CSM# 1019 100th Ave. 2 Proposed CSM city State Zip Code Phone Number City Village IM Town Nearest Road Roberts I WI 1 54023 (715) 749 -3903 Warren 100Th Ave. New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Glacial till Flood plain elevation, if applicable na General comments and recommendations: Install mound system with 5'x 90' dispersal cell. System elevation to be 103.56' at 6" above 103.06' contour. a Boring # Ij Boring Pit Ground Surface elev. 102.85 ft. Depth to limiting factor 40" in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 - EfI#2 1 0-22 10yr32 none sill 2fsbk mvfr gs 2vf,f 0.6 0.8 2 22-40 10yr4/4 none sil 2fsbk mvfr cW 1vf,v 0.6 0.8 3 40-56 10yr5/4 f2d 7.5yr5/8 sil 1 msbk mvfr - 1 of 0.4 0.6 Boring # = Boring Ad Pit Ground Surface elev. 100.61 ft. Depth to limiting factor 39" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /f? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 *Eff#2 1 0 -11 10yr3/3 none sl 2fsbk mvfr aw 1fm 0.6 1.0 2 11 -18 7.5yr4/6 none cosl /msbk mvfr cw 2vf,f 0.4 0.6 3 18-39 7.5yr4/4 none st /msbk mvfr aw 1f,vf 0.4 0.7 4 39-52 7.5yr4/6 f2f 7.5yr5/8 lis 1 msbk mvfr - - 0.5 1.0 Effluent #1 = BOD ? 30 < 220 mg /L a TSS >30 < 150 Muent #2 = BOD < 30 mg/L and TSS <30 mg/L CST Name (Please Print) Signature: CST Number James K. Thompson 3602 Address A.C.E. Sal & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, vvl54020 4222005 715 - 248 -7767 ♦ EXi3fi� � r'a�i c lei �- „�oasecl /off 2 G.� prgoos�! 7 1 rC6ac� � , X03. ob ♦, I �o 3. Sd 3 0� 3 f I 03/30/2106 THi1 15:50 FAX 004/005 AMANN Cr KTjFj SUKVr—Y MAF TOWN OF WAKKf:N 0 T La es PROJECT r1y L LOCATION Dam R EN —Ja - Rob r Q a Twin TT y, D 6 5.1 Lakes tz .36 N _- r g SITE LOCATION MAP NOT TO SCALE SHEET yVp - O I ry T .J I O N 03/30/2006 THU 15;50 FAX �J005/005 ANN ,UKVF -YMAF _ '� - �- Y• -•_1- �I . ' - ice" � �� Cd` I , � ` ma x- /I •.. ':• •' � � /-. -._ --_. �\ 1 .. _- - _ - - - . �^�' ��— W/ ENDS �- � / ai 1 h ' X -- i �'.�. 1b60 5 1 /' RADINC 4 - X _�- r I NWL - 2 H�IJE ' 1064.14i' LBO 106W14 .91 ,.a �L0.T LOT,_3 CON §TRjar A t✓UL- OE.SAG. 1] ...1 231-OW REY oanem w.¢um�acioe HAM_ ANN � TON .��pr;t- �lann�n CL" K'1 IFIC.D SUKVI:Y MAP 04 .14 TOWN OrWARMN. ST•c=rACOUNTY.WI w.l j40I6 SHMIlnE C 1.1 .K � ig�m GRADING rLAN 03/301006 THU 15;47 FAX 001 /005 �11 FAXTRAN5MITTAL. fNGINffRING 2211 O'NEiLROAD HUDSON, WI 54016 715.531.0525 8 6.599.0820 FAx715.531.0520 DATE: March 31, 2006 To: Pam Quinn F RO M: Troy Nemmers COMPANY St. Croix County Planning & 'Zoning Dept. PROJECT No: 231 -004 FAx No: (715) 386 -4686 T OTAL P•oe S (INCLUDING COVER SHEET) RE: NOTICE OF PRE - CONSTRUCTION MEETING HAMANN 3 -LOT CSM, IN TOWN OF WARREN ® FOR YOUR INFORMATION ❑ As REQUESTED ❑ PL EASE RECYCLE ❑ PLEASE REPLY FOR REVIEW AND COMMENT 0 ACTION REQUIRED ❑ APPROVAL REQUIRED ❑ URGENT ❑ FOR BIDS: COMMENTS: Please find attached Humphrey Engineering, Ine.'s Notice for the Pre:- Construction Meeting for the Hamann 3 -Lot CSM, in the Town of Warren, Wisconsin, for next Tuesday, April 4, 2006 at 10 AM at Humphrey Engineering's office. Any questions please contact me at 715.531.0525_ S Thank you, /✓ Troy CONFIDENTIALITY NOTICE: The documents accompanying this fax transmission contain Confidential and privileged information. This information is intended to be for the use of the individual and /or entity named above. If you are not the intended recipient, you are hereby notified that any dissemination, distribution, or reproduction of the contents of this fax ha ve e c om m un i cation in error lease not" us immediat Thank y ou. transmission is strictly prohibited. If you ha receiv this , p riY Y Y y 07/22/2005 19:47 7157491719 NORTHLAND SURVEYING FH[at el . n CERTIFIED SURVEY MAP v LOCATED IN THE NW1 A OF THE NW1 A OF SECTION 17, T20N, R18W, TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN. OWNERS SURVEYOR. ELDO & MARIAN HAMANN EDWIN C FLANUM 1019 100TH AVENUE NORTHLAND SURVEYING, INC. ROBERTS, WI 54023 P.O. BOX 14 ROBERTS, WI 54023 SCALE IN FEET 1' = 160' NW CORNER NOTE: SECTION 17 NO OWNER OR RESIDENT SHALL DO 160 O 100 ANYTHING THAT WOULD INTERFERE WITH ' OR CHANGE OPERATION OF THE PONDING n�I1 AREA AS SHOWN ON THIS CERTIFIED _ 1 SURVEY MAP. THIS INCLUDES BUT IS NOT p G CENT ERU LIMITED TO BUILDING UPON, ; �e OBSTRUCTING. ALTERING. FILLING. �-- „W 36a• \ ' EXCAVATING OR PLANTING IN THE DRAINAGE AREA, 6 7 2 � g1 Si CAA S 0 1o8'W Z , — 1 9I ' . X23 1 1QQTN A 0�0 ^� r BENCHMARK W.L. I qI I� I TOP OF REBAR V! 7064•t I I ' ^�' ,Z - I ELEV. =1081.69 LOT 1 p Z -' 2.22 ACRES I N $ ( 96,904 SO, FT. '. t I \ N.B.A. = 1.7 AC. 1 I vl I AS L.B.O..q 1086.14 � c� I f 1 1 \\ Nga °3U,44'E 367.79 A o R3 I I �` j I I O 0 oUlNo I tS I \ \\ BENCHMARK N I1O�h� TOP OF REBAR VI I ELEV. = 1073,71 I t ab 56 �+] A NOW64 386.0 `\ `\ LOS► 2 A; ` I O 300'00 `, 2.37 ACRES : / I 103,358 SO. FT, • + r N.B.A. = 2.2 AC. I i O 1 q ♦ " I CENTS • LOT 3 ill ...... 1 I A 2.51 ACRES N85 °05'55 "E 387.98 109.277 SO. FT. �N.B,A 2.5 AC. I 760.40' , N85 "0'5'65 " E A26.4O 84 RADIUS TEMPORARY ' CUL -DE -SAC TO BE REMOVED I 1 v UV 1r 11 4s UPON ROAD EXTENSION AND I 1 SOUTH LINE OF THE EASEMENT EXTINGUISHED. 1 NW1 /4 OF THE NW1 /4 �.» DRAINAGE AREA LINE TABLE LEGEND L NUMBER BEARING DISTANCE ALUMINUM COUNT N SECTION L1 S07 "19'45E 113.49' CORNER MONUMENT FOUND N L2 S51 90.73' 1 5/16" O.D. IRON PIPE FOUND L3 S15 °1940'E 103.35' L4 S17'4724•E 1 189.17' ■ 3/4' IRON REBAR FOUND L5 S72 °1z36'W f;Fw � LB NI 7 159.25' D 3/4" X 18' IRON REBAR SET WEIGHING p L7 N15 9 1940"W 91.65' 1.50 LBS. PER LINEAR FOOT W114 CORNER l8 N78 ° 54'S9'W 17.51' a a SECTION 17 ♦ SOILTEST CURVE DATA TABLE —x X EXISTING FENCELINE NUMBER Cl C2 U. po 1 CO BUILDING SETBACK LINE RADIUS 1302.04 1335.00' CENTRAL ANGLE 2 2' O— PROPOSED DRIVE CHORD BEARING S79°0017,5"W S7nr39'W I CHORD LENGTH 57.18' 54.34' N.B.A.- NET BUILDABLE AREA Q� ARC LENGTH 57.19' 04.35' �d TANGENT IN S77°44'48'W S77 °44'48"W 12 WIDE UTILITY EASEMENT TANGENT( S90°15'47 W S60.3430"W L.B.O. = LOWEST BUILDING OPENING Y THIS INSTRUMENT DRAFTED BY SAM ADAMS o� JOB NO. 05 -14 DATE3 -29 SHEET 1 OF 3 SHEETS H.W.L. = HIGH WATER UNE ELEVATION Q- 1904 .r Wisconsin nt SOIL EVALUATION REPORT Depattme of Commerce Page 1 of 3 Division of Safety and Buildings O A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than Plan IlhhSX -- St. Croix include, but not limited to: vertical and horizontal refere t irection and percent slope, scale or dimensions, north arrow, and to nearest road. Par I I.D. ��� � � 2�� Prt of 042- 1046 -50 -000 Please print all information. MAY Revk By ate Personal mb imation you provide may be used for sew dory Wpm (Privecyi..aw, s. ek&X Vii( U Property Owner P Eldo E. & Marian E. Hamann Govt. Lot NW 1/4 NW 114 S 17 T 29 N R 18 W Property Owners Mailing Address Lot # Block # �Subd.ame or CSM# 1019 100th Ave. 2 - .weed CSM City State Zip Code Phone Number _j City _j Village a Town Nearest Road Roberts WI 1 54023 1 (715) 749 - 3903 Warren 1 100Th Ave. New Construction Use: t/ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD j Replacement _j Public or commercial - Describe: Parent material Glacial till Flood plain elevation, if applicable na General comments and recommendations: Install mound system with 5'x 90' dispersal cell. System elevation to be 103.56' at 6" above 103.06' c ntour. I C Boring # Boring ' � \ Pit Ground Surface elev. 102.85 ft. " ✓�{ Depth to limiting factor 40 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl� in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 1 0-22 10yr32 none sil 2fsbk mvfr gs 2vf,f 0.6 0.8 2 22-40 10yr4/4 none sil 2fsbk mvfr cW 1vf,v 0.6 0.8 3 40-56 10yr5/4 f2d 7.5yr518 sil 1 msbk mvfr - 1 of 0.4 0.6 Boring # Boring Pit Ground Surface elev. 100.61 ft. 39 in. Sal ✓� Depth to limiting factor Appl ication Rate Horzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -11 10yr3/3 none sl 2fsbk mvfr aw 1fm 0.6 1.0 2 11 -18 7.5yr4/6 none cosl 1 msbk mvfr cW 2vf,f 0.4 0.6 3 18-39 7.5yr4/4 none sl 1msbk mvfr aw lf,vf 0.4 0.7 4 39-52 7.5yr416 f2f 7.5yr5/8 Its 1 msbk mvfr - - 0.5 1.0 * Effluent #1 = BOD ? 30 < 220 mg/L a TSS >30 < 150 L ffluent #2 = BOD < 30 mg/L and TSS <30 mg/L CST Name (Please Print) Signature: CST Number James K. Thompson 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, wr 422/2005 715 - 248 -7767 Property Owner Eldo E. 8n. Marian E. Hamann Parcel ID # Prt of 042- 1046 -50 -000 Page 2 of 3 F 3] Boring # Boring i0' Pit Ground Surface elev. 103.31 ft. Depth to limiting factor 32" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -10 10yr3/3 none sil 2fsbk mvfr as 2f,1m 0.6 0.8 2 10-19 10yr4/4 none sic[ 2fsbk mfr cw 2vf,f 0.6 0.8 3 19 -32 7.5yr4/4 none coal 1 msbk mfr cW 2vf,f 0.4 0.6 4 3240 7.5yr4/4 f2f 7.5yr5/8 cosl 1 msbk mfr cvv 1 of 0.4 0.6 5 40-69 5yr4/4 f2d 7.5yr5/8 scl Om mfi - - 0.0 0.0 F-1 Boring # - I Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPDff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F-1 Boring # -j Boring _f Pit Ground Surface elev. ft. Depth to limiting factor in. F Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD 5> 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.