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042-1069-70-040
ounty: Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM t. Croix Safety and Building Division , ' i F INSPECTION REPORT Sanitary Permit No: 453074 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, 6.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Glenrid a Prop erties I Warren Township 042 - 1069 -70 -040 CST BM Elev: Insp. BM Elev: BM Description Section/Town /Range /Map No: /00-0 /Q � . � C Y11 e-i �' 25.29.18.392A40 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS H FS ELEV. _ g/ o'�. a Septic ' Benchmark /lad , - 6 Dosing Q p. i Alt. BM �r C-6 V � Aeration ` (�/ ) r Bldg. Sew eO3 1o1.s- 6 Holding St/ Inlet 3 98. �L TANK SETBACK INFORMATION St/ t Outlet TANK TO P/L WELL BLDG. Vent to Air Inta e ROAD Dt Inlet Septic ` � / �) � � / Sip• 1 4 ' Dt Bottom Dosing / 11 Head r /Man. 7� 1-03-6 Aeration Dist. Pipe - o CL� 2 Holding Bot. System W PUMP /SIPHON INFORMATION Final Grade Manufacturer (Ny GPM nd St Cover , / Model Number � -f-- ��6 S 3a �� C�.-� -u ion. z TDH Lift �� Friction Loss System Head TDH Ft Forcemain Length i Dia Dist. to Well 2 2 > 96 SOIL ABSORPTION SYSTEM BEDITRENCH Width 1 Length No. Of Trenc es PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS Lob a J C SETBACK SYSTEM TO 1 P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type f ystem: J / UNIT �LS ') IS Model Number: DISTRIBUTION SYSTEM rQh� Header /Manifol Distribution b � / x Hole Size x Hole Spacing Vent to Air Intake h Pipe(s) QQ' "� I Z � :� 3 Length 3 Dia Length IO' Dia ( Spacing ✓ Q .� SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only ' Depth Over .r Depth Over xx Depth of eeded /Sodded xx ulched Bed/Trench Center Bed /Trench Edges Topsoil xx S Yes No Yes No COMMENTS: (Include code discrepencies persons present, etc.) In ecti 1:�/ /_ Inspection #2: -7 / V10 Location: 725 140th Street Roberts, W 54023 (NW 1/4 SW 1/4 25 T29N R18 NA Lot 4 L I Parcel No: 25.29.18.392A40 1. Description Alt BM Descri = ST ' V �^ p /� /� � � ,, Q / p Gto� '1'►'ds 2.) Bldg sewer length = 3 1 1 _ - / _ q�4 [ - amount of cover = � � 1 /; // /„ �':�y� �. �i�' T "G, � XAeAA Plan revision Required? Yes o Use other side for additional information._ 1 ,� 1 - -- - - SBD -6710 R.3/97 Date Insepctor's Signa re Cert. No. A 6 r Safely and Buiidinp Divisiun r , ~� 2G! W. Washint Ave- P.O. Box 7152 C s� lsrconslrt Madison, Wl 53707 -7162 Sanitary Permit Number (to fl'.'ed in by Co.) Departmet;t of Commerce _ 08) 2.65.315; Sanitary Permit Application stag P 1.° Number I In accord with Comm 83.21, Wis. Ac'm Code, personal information you p a R, l Obi (a f -z__- j may be oW for secondary purposes Privacy Law, sl5. Project Address (if different than ntalllllgaddress) 1. AppUcntiDn Intoruaation - Please Pr All ir►fi�ranatlo�l i� ?v.S � 7 d �' 14� Air i - -�-- -� r perry Owner's Na me Parcel Block M I roperry Owner's M ailing Address {{ Property Location 66 G r7 6 ` 1--- /✓d Z�k ale /O tt � l .�... 4. `5` 'A ,Section Section City, State Zip Code Phone Number . X39 - (circle onc;' T N, Rz oro 'Type of HttildtaR (check all that apply) i or 2 Patnlly Dwelling - Number of Bedrooms Subdivision Name 7 C utnbar nm ." Public)Comncial - Describe Use `` S i Sate Owned - Describe Ilse fi d 1 S / l0 X��d OYt ��� _ _ � � Ccity_(avalYSe CTownship of /,clef �a�e� _. 3 III. Type of POMILIt: (Check Drily one box on line A. Complete line B i ap plicable) A, New System C Replacement System i ti Treatment/Hoiding Tank Replacemen� p y Other Mod&adon to Existing System L Prt euvoua Pertnst Number and Datr lssucd � $" Cl Permit Renen Permit Arvision j C Ctunge of C Permit Transfer to New t3storo Expiration Plumber Owner IV. Type at POWTS stem: Check all that ggly) I C Non -Pros iurized la4roand Mound > 24 in, of suitable soil Mound { 24 in. or suitable soil At-Grade 2 Single Pass Sand Filter C Constructed Wetlatrd C Prerized In- Ground Q Holding Tank C Peat Filter Q Aerobic Treatment Unir ' Rocirculat}ng Sand Filter J Recirculptia $ utJWtic Media Filter G Leac " Chamber C Drip Line Grarei - ids Pipe C Other (explain} V. Diri eatm rea Ia ent Aton7a� Woe: s Design low ( ) Design Soil A W alpd tt ppNeatin RrtaC>lpdt Dispersal Area Re lreu (0) Dispersal Are7014d (at) System r1levatiorn VI. Tank Into ; C achy Sn Total rNumber Ma > ":ufacturet reftb Site 5ted Filer plastic ' Gtilons Gallons of Ualp Concrete Cormiucted Glass f T Septic or holdiy Tuck Aerobic Treamxru Unit --- *- -~� --^—^ VII. !MOAAbWtY Statement 1, the tiatk ed, "sum rsss onslbWt for hoialwtiun of the PbWTS shows on the attach plans. ~ P1 r'& Na rite (Print) Plumber "s Si cure - ' MPihiPRS Nutnbar Business Phone Number ' i l�a /sr Sc /ire -s��d i� 1 Plumber's Addre as (Street, City, State, Zip Cade) ' r- r� •7 VI11. /De artment tae one _ _ ---- pprovpd 1 Disapproved Sanitary Permit Fee (includes Groundwater Ditto Wtled wing Aa Signs Stamps) ❑ Owner Ciiven Reason for Denial Sege Fee) 0 �ttew> fto tbs Cotwty osiAY) ibr the sygs+q oa paper slot Isss then !l112 x 21 loess lw slas 4 4 zl—`�tf FROM :SCHUMAKER PLUMBING FAX NO. :7153863121 Jul. 06 2004 12:56PM P2 � �joi/ Q //Q/1(riCi on / Gl P roPos -�cl yI O d Q� G.y to x d, - ccLl ia�r�y� di5 b-, 61 -& /a&ia./d a W/ %' "6rjr [eS SPaced �+- Z.63. /of 4, 050-1 6 / 0 ? 7 51(r/3, r �,� r. o�'w>oiei SE.4uz t� 3 p-no-, wuwk ',rcoo 0jrA6.5&+-4 .1-ti Le 6&f- �! E GK ��' °fib {� �- �..• /uo -3s• Pro a sR e , . A ,1 nA1'Q e r a �D b/ — s �roposcd, 99.63 bopo r'cS.dencc ` o a3 s/' f� e F Z'� 6e.(. d0 P, !/, e, Arce El �+ Sl�tu�d t�rou8/ �J" Ste. yo � v !� ✓. C, of o�/�oFI�G. `y �l3crC- vop.✓,e. Proposed Wcoser cone-reEe p103•5 C Ct1 /2SU175D - nI Q � �J %gd S.r'1Rc,. I.J/ &i, e �,fi S.T. ou.t /it. S ou /of /:n e 5/P'f/ ' Safety and Buildings 4003 N KINNEY COULEE RD mmmerceml.gov LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 i sco ns i n www.commerce.state.wi.us /sb Department of Commerce www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary June 17, 2004 CUST ID No.227990 ATTN: POWTS Inspector ZONING OFFICE WILLIAM C SCHUMAKER ST CROIX COUNTY SPIA 1070 SCOTT RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 jX CONDITIONAL APPROVAL 3o 7 PLAN APPROVAL EXPIRES: 06/17/2006 Identification Numbers Transaction ID No. 1007682 SITE: Site ID No. 684922 Greenridge Properties / Dick Stout Please refer to both identification numbers, 725 140"' Street above, in all correspondence with the agency. Town of Warren St Croix County NW1 /4, SW1 /4, S25, T29N, R18W Subdivision: CSM Vol. 17, pg. 4613 - lot 4 FOR: Description: Proposed Four Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 963178 Maintenance required; 600 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.0 1 /0 1), Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01 /O1); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, 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 approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD - 10691- P(N.O1 /O1). • The pressure network is to be constructed in accordance with publications SBD- 10706- P(NO1 /01) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems - Version 2.0" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/8 1)". • 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 below the system 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 p g 1? per Comm 84 product approval conditions. 011didoll'ally i WILLIAM C SCHUMAKER Page 2 6/17/04 • Comm 83.22(7) - A copy of the approved plans specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department which may include local inspectors. Owner Responsibilities: • The current owner, and each subsequent owner, shall receive a co of this letter including instructions relating q PY g 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 Gerard M. Swim POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm WiSMART code: 7633 jswim@comnierce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 �F MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIG � & � Residential Application INDEX AND TITLE PAGE ' �40n_ r4 p Project Name: Greenridge Properties, LLC 4 bedroom residential moun Owner's Name: Greenridge Properties, LLC - Dick Stout Owner's Address: 1353 Awatukee Trail Hudson, WI. 54016 Site Address: 725 140th Street NW1 /4SW1/4 Sec.25 T.29N., R.18W. Legal Description: , Township: Warren County: St. Croix Subdivision Name: CSM Vol. 17, Pg. 4613 Lot Number: 4 Block Number: Parcel I.D. Number: 042 - 1069 -70 -040 Plan Transaction No.: Page 1 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 plan Page 7 Pump curve and specifications Page 8 Site Plan Page 9 Soil Evaluation Report Designer: Bill Schumaker License Number: 227990 Date: 05/30/04 Phone Number: 715 -386 -3721 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01101), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Nrci MENT Or COMMERCE Version 3.0 (03/01/01) DI!vis SAFETY AND BUILDINGS Page 1 of 9 il SEE CORRE ONDENCE 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 400.00 Estimated Wastewater Flow (gpd) Table 83 -443 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 % coliform of - 36 inches. 600.00 Design Flow (gpd) 3.00 Site Slope ( %) 101.30 Contour Line Elevation (ft) 24.00 Depth to Limiting Factor (in) L_ 0.50 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 100.001 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) 1.001 Dispersal Cell Design Loading Rate (gpd /ft 1 Influent Wastewater Quality (1 or 2) Are the laterals the highes point _ in the distribution C Y Pressure Disribution Information network? Enter Y or N (c or e) c Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the ele 4 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) (e.g. 0.25) 2.50 Estimated Orifice Spacing (ft) = 7.50 ft /orifice 2.00 Forcemain Diameter (in) 150.00 Forcemain Length (ft) Does the forcemain drain back? 94.30 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 24.47 Forcemain Drainback (gal) 7.50 Vertical Lift (ft) 40.24 5x Void Volume (gal) 3.46 Friction Loss (ft) 64.70 Minimum Dose Volume (gal) 17.46 Total Dynamic Head (ft) 32.95 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options ch oice 0.75 1.25 x 1.00 x x 1.50 x f _ 1.25 x 2.00 x O'NC,MAI�Vp►t- 1.50 x 3.00 2.00 x 3.00 x I N Calculator (optional) Treatment Tank Information otal Tank Capacity (gal) 1250.00 Septic Tank Capacity (gal) otal Working Liquid Depth (in) Wieser Concrete Manufacturer al /in (enter result in cell B49) D e Tank Info ation E ffluent Filter Inf ormation 773.76 Do Tank Capacity (gal) lZabel _ Filter Manufacturer ose Tank Volume (gal /in) A100 Filter Model Number Wieser Concrete Manufacturer Project: Greenridge Properties, LLC 4 bedroom residential mound Page 2 of 9 Mound Plan View T J 1/ 1 0 B Observation Pipe 0 -------- ---- - --- W B r} . . . . . • . I 4� L I Mound Component Dimensions A 6.00 ft E 14.16 in H 1.00 ft K Aft ft B 100.00 ft F 9.00 in I 8.01 ft L ft D 12.00 in G 0.50 ft J 6.19 ft W 600.00 (ft Dispersal Cell Area 1 1401.101 (ft Basal Area Available 6.00 (gpd /ft) Linear Loading Rate 1 10.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 104.05 (ft) ► 2 : r Z F ; : Dis Cell 102.80 (ft) ft) Latera 102.30 (ft) � Dispersal Cell : 3� Elevation E D + � J , `. ^ � y • . } •x :J ] - i - r J K `.{ ..J „ , �.: ]..1 }. ; { : ]' -. {? i - .l, 4 101.30 (ft) Contour Elevation 3.0 % Site Slope Geotextile Fabric Cover Shading Key Dispersal Cell See lateral details on 1❑ Topsoil Cap c a 1.5 ft r �.; ; Page 4 for number, 0 /f /// Subsoil Cap �' : (.; ::• size, and spacing of ASTM C33 Sand Z '' '° ' F laterals. Laterals are 0.5 ft Typical Lateral equally spaced from '-]` °]. `•: Tilled Layer c v ;: ,•��•.• q Y P 05 Aggregate v c '`~� '� the distribution cell's q ---* centerline in the distribution cell (AxB). Project: Greenridge Properties, LLC 4 bedroom residential mound Page 3 of 9 i Center Connection Lateral Layout Daigram Force main connection via tee or cross to manifold at any point. Laterals are identical S 1 P •= Turn -up Mball valve or IE X;— l+- 12 I x024, Laterals & force main of PVC Sch 40 cleanoutplug per COMM Table 84.30.5 Holes drilled on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.125 In Lateral Diameter 1.00 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 49.34 ft Orifices per Lateral 20 Lateral Spacing (S) 3.00 ft Orifice Density 7.50 W /orifice Lateral Flow Rate 8.24 gpm Manifold Length 3.00 ft System Flow Rate 32.95 gpm Manifold Diameter 2.00 in Total Dynamic Head 17.46 ft Forcemain Velocity 3.37 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and -� Comm 16.28 WAC 4 in. min. Disconnect `` Tank component is properly vented E-- location outlet location Forcemain diameter Wieser Concrete Manufacturer El 2 in. Cap acityl 773.76 Gallons T Volume 16.12 gal /inch A ~ Weep hole or anti- Dimension Inches Gallons B siphon device A 26.25 423.19 B 2.00 32.24 C P off elevation (ft) C 7.75 124.89 95.30 12.00 E:1 D — D Total 48.00 il Dose tank elevation (ft) 3" Bedding uncTer tank. 94.30 Alarm Manuafacturer LevelArm Alarm Model Number Pump Manufacturer Goulds Pump Model Number EP05 _ Pump Must Deliver 1 32.95 gpm at 17.46 ft TDH Project: Greenridge Properties, LLC 4 bedroom residential mound Page 4 of 9 I I t , Mound System Maintenance and Operation Specifications Service Provider's Name Bill Schuma Phone 1715-386-3721 _ Phone 715 386 4 680 POWTS Regulator's Name __ Croi Co unty Zoning _ � � System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1250 gal Maximum TSS 150 mg /L Soil Absorption Component Size 600 ft Maximum FOG 30 mg /L Type of Wastewaterl Domestic Maximum Fecal Coliform >10E4 cfu1100 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 �y Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Greenridge Properties, LLC 4 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. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the fitter 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 filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October- February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not 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 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. Continuencv 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 falls to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced it 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. Project: Greenridge Properties, LLC 4 bedroom residential mound Page 6 of 9 M OD EL 1 1 M OD EL : Vertical Sump Pum EPO4 F Submer ` r ` i 9 GOULDS >. 1 kr �I Pump Specifications ,.: H P MElEHS ffEi �Jp to 10 GPM IAUD; r 3371 ischarge size 1 Y4" NPT 9 Solids „o maximum H Motor �I gle phase 115V � o Materials of Construction 17. � = p T. 0. //. nS�.[n811110 IaShC a „ - Features and Benefits 0 r Trcp suction eliminates =i,er clooging. r r �rroslon resistant ctlon. _4. 9S mooEt ovPOS Pump Specifications Features and Benefits and HP - EPU"! Ilnhe k I ) Up to GO GPM - Maximum head to 32 n lecl,au zieai Discharge size 1'/2 NPT - EPUS un;�e I r :c 'j u I SOIICIS: ?/, 111aXImLUm fol Motor •R.ly��ec _;It�ss iL�tlh�t . ",�_._ All motors feature b�lli casing Ann L.1� c ;.r_ bearing construction superior si en']tl a .,i i t0 15 20 25 30 75 JO USGPM Slagle p 1e s'sta�tce a o e Ioio'1„ phase 115 � ,/ CAPACITY Materials of Construction C;1 1 a I :: "I) J, , 1 Cast iron cf',i�lcl let. t' ,u Thernooplastic - nc au aoii t . Stainless steel - Cuwos:DI: Iaa' Staill'e�S �t'_I �n,f! - A�clil;tb e fr r a',ncl:?,..I In;inUa Gp�I;lL,i�l All /'4o(jels j, CIeslgneJ foi cootin1 )0!IS fecitU /e sh r ' /,'S� S160, /Or FROM :SCHUMAKER PLUMBING FAX NO. :7153863121 Jul. 06 2004 12:56PM P2 ♦ E'ledat ;o•, Propostd On au,,, d a, f 7 0 , 2. 0' )f 117 Oy' 4.0 / %p ,I Gri f % [ e.5 S� c.� d 1. 53. I /of �, CS�►1 ✓a� 17 5/4/3, �n MaNC ; a of /o6 .5 A.rCI, Cst t'_inG SIM I p rof 0.5A d WOO r A dvere U j - ro - s Pro�lpse�• 9 &.0 R /01 y'""a a f Z'� EM o S 1401,Wd tf roua IV" S a. yo � /? ✓. C , of oa*a o F toe.. y 5/3e.4.yloP,J,e. prepos4d Wieser C4nueEe *r�3'S b1i Scu��. w /1sD /75D - tit if cwn 6m A 6.r/Ac, w/ be / 4- 10 e�L'lua, d Sr 7 lu Wisconsin Department of Cammorce SOIL. EVALUATION REPORT Rage ! of Division of Safety and Buildings In a ncs with Comm 95, Wes. Adm. Cade �," - --- comfy St. Croix Attach complofe site plan an paper not less than a 1R x 11 indhes in size. Pion must include. NA not limited lo; vertical and har4mr tai Were a point (W), direction and Poeel I.D. perosnl slope, scale or dimensions, north arrow, and location and distance to nearest road. Q oZ 7A 1 d,& e1 - -7� Ob ZD PhPBSe print ON" E D Date l i i! V J ST. CROIX COUNTY b*_�. WISCONSIN ZONING DEPARTMENT ' M N W N Il ■���r ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (715)386 -4680 Fax (715)386 -4686 Memo to File From: Pam Quinn Date: 5/13/04 Re: Soil Report on -site verification (Glenridge Properties CSM #740368, Section 25, Warren Twp.) On April 26, 2004 I performed an on -site inspection for lot#1 of the above CSM to verify soil reports submitted for conventional POWTS installations. The following is a brief summary of my findings: Two borings were excavated at approximately same area as Tom Nelson's B3 & B 1. The test pits revealed mottling at the boundary between sandy clay loam and fine sand horizon below, as well as mottling and redoximorphic features within the sands. Layers of cemented sand were observed at < 36" in the northerly test pit. The southerly (B 1) area had less depth to the fine sands, which also had many coarse prominent (M3P) redox features throughout the horizon. These sands overly weathered sandstone bedrock and the occurrence of cemented layers at less than 48" below mottling from textural change precludes the use of a conventional POWTS. The 4 lots on this CSM will require additional soil data and designs for mound septic q � P systems. This same situation occurred at a lot on the corner of 70 th Ave. and 140 Street last year, where sandstone bedrock was much closer to the surface than was reported by soil tester and a mound system had to be designed. I provided copies of that soil report with the approved permit application to warn the plumber and owner about the potential problems with soils in this vicinity. The original soil reports were not completed with the installation of a mound POWTS in mind. The borings are spaced too far apart and the contours are not accurate enough to properly design a system that would meet state plan review. I recommend having additional borings done to define depth to limiting factors within each mound distribution cell and establish contour elevations taken that would enable locating the system to fit each site's topography. I expressed my concerns regarding these soil reports during sanitary application review and only issued the permits with the conventional systems to allow the owner to obtain building permits. Note the conditions on each permit application, which required field verification of soils. Cc: Richard Stout, Glenridge Properties Bill Schumaker, Plumber /applicant 7 Wisconsin Department of Commerce SOIL EVALUATION REPORT p age 1 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print ifl InRROW E D Revi ed by Date p /� Personal information you provide may be used or secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner DEC 1 8 200 op6r L6dbti6h ❑ Fred Lene vt. Lot NW 1/4 SW 1/4 S 25 T 29 N R 18 E (or) W Property Owner's Mailing Address ST. CROIXCOUNTY 16 # Blook# Subd. Name orCSM# 220 Livestock Exchan a Build ING OFFICE 4 Lenertz city Stara Zip Code Phone Number Ay ❑Vif'a • Town Nearest Road St. Paul MN 1 55075 1 ( 6)51- 451 -7320 140th Street Q New Construction UseEj Residential/ Number of bedrooms 3 Code derived design flow rate 450 GPD "Aamment Public or mmmereial - Desoribe: Parent material T.oess over nutwash Flood Plain elevation if applicable NA ff. and Gen eral c SIX sand with continuous bands of Ifs, I Oyr4 /4, Imsbk, mfr, spaced approximately .25 apart and about .04 in thickness. � This horizon4ould be sized for a .4 to .6 loading rate �h FT] Boring # 0 Boring pit Ground surface elev. _ 100.83 ft. Depth to limiting factor 7110 in. 5oii Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Ef1#1 'Eff#2 1 0 -12 10yr3 /2 sil 2msbk mfr cw 2f .5 .8 2 12 -17 1 4/4 - Sid Imsbk mfi cw if ,2 .3 3 17 -33 10yr4 /6 sicl Imsbk mfi cw - .2 .3 4 33 -40 7.5yr Is Imsbk mvfr _ _ .7 1.2 5 40 -110 OyrV4 s Osg ml - - .7 1.2 ❑ 2 Boring # Boring 103.50 7105 E) pit Ground surface elev. __ ft. Depth to limiting factor in. Sofl 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 1 0 -18 10yr3/2 sil 2msbk mfr cw 2f .5 .8 2 18 -34 1 4/6 sicl Imsbk mfi ew if .2 .3 3 34 -45 10yr4 /6 - is Imsbk mvfr cw - .7 1.2 4 45 -108 10yr7/6 s* Osg* ml* - - ..4 .6 Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L ' Effl nt #2 = BOD < 30 mg/L and TSS < 30 mg& CST Name (Please Print) Signatur CST Number ��_ _.........__..... -�-- Thomas CNelson 227387 - �._....__..�w.� " Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI 10/30/02 715 -246 -2454 Property Owner L enertz- Warren Parcel ID # Page 2 of 3 a Baring # Bor+n5 100.41 >110 ■ Pit Ground surface elev. ft. Depth to liming factor in Soil Ap0licabon 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 1 0 -13 10yr3 /1 - sil 2msbk mfr cW 2f .5 .8 2 13 -17 1 3/3 - sil 2msbk mfr cW if .5 .8 3 17 -33 10yr4/6 - sicl lmsbk mfi cW - .2 .3 4 33 -40 7.5yr5/8 - 1s lmsbk mvfr cW - .7 1.2 5 40 -110 10yr7 /4 - s* Osg* ml* - - .4 .6 � J F�J Ong # Boeing" ■ Pit Ground surface elev. _ ft. Depth to limiting factor in. Sop Apollcation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. - Eff#1 'Efr#2 ❑ Boring # 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 GPD/ff In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 - Efr#2 - Effluent #1 = BOD, > 30 5 220 mg/L and TSS >30.4 150 mg/L * Effluent #2 = BOD 5 30 mg(L and TSS < 30 mg& 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- 833ffe t(R.07 /00) •.. ,� 3 S T r el a I-.c h�2iZ. YW Yy 3w /j 3er-li6 is 1$� r� I� (�o tLz to 0 0 . 3 i �$ a� 2- r 1 Olt top o`t Vo r, �1 ��i 100 Q � - io P oc lCon p.pR- �L),g i QI � 0 4.�3 S am ° O �- � 227 1 $ 7 o ? � � Co� G ID m$ k J ���7 � (Dƒ 2/ 7 $«\ m 2 Q �- CD » m E \ I @ co ■ / } ^ / \ / k � B a k :3 c w in in g§§i © m z> 2 R to 2 > OD E m \ 0 0 r 2 o / \ \ E & %. 0 0 0 0 \i ! Cl) { 3 § § \ / ^ > cr X � k V CD fu 3 § )_ � � j : § E { j C L CD � \2 </ k (h j , )&fƒ §\ \ 0 § \ CD m a cr ; § \ f m � cp CL c n =E § ■a §9 §/r § ri 6\2 ■ § CD CL � z ! o} §e \2 \ } 9 y j » # $ / � ± 0 § : ;_ n z % � \ . $ . � � a . . � k / � \ � K o 0 .. ; t 0 4A 0 � NO � EE � �4 Wisconsin Department of Commerce SOIL EVALUATION REPORT P age 1 o f 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St, Croix 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), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. oZ Please print 311 In IEOFMV E D / R e vi Date Personal information you provide may be used or secondary purposes (Privacy law, s. 15.14 (1) (m)). Property Owner party Loictjtio r � Fred Lenertz DEC 1 8 2002 Lot NW 1/4 SW 1/4 S 25 T 29 N R 18 E Property Owners Mailing Address ST. CROIX COUNTY # Block# I Subd. Name CSNt# 220 Livestock Exchan a Buildi ING OFFICE 4 L�ne �� city stator Zip coda Phana Nurnbor y(y �NHtsge oam Nearest Road St. Paul MN 1 55075 ( 6 -451 -7320 140th Street New Construction UseE] Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Reptaoemen( Publio or commercial - Describe: _ Parent material Flood PI in levation if applicable Ge nera l co OX a with continuous bands of Ifs 4/4,1 mfi, spaced approximately . 25 1 apart and about .04 in and recommendations: � thickness. s horizon sho be sized fora .4 to .6 loading rate. �.. tiJlclr�' s,il -lo o Boling# Ing P� Q Pit Ground surface elev. 100.83 ft Depth to limiting factor >1 10 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 1 0-12 10yr3/2 sit 2msbk mfr cw 2f 5 .8 2 12 -17 1 4/4 Sid Imsbk mfi cw If .2 .3 3 17 -33 10yr4 /6 sicl Imsbk mfi cw - .2 .3 4 33-40 7.5 \ Imsbk mvfr - - 7 1.2 r-- 5 40110 1 s Osg ml - - .7 1.2 i I ` l I n9 # ❑ ng 103.50 >108 L�I E] Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Mussel) Qu. Sz. Cont. Color Gr. Sz- Sh. 'Eff #1 I 'Eff#2 I 0 -18 10yr3 /2 sil 2msbk mfr cw 2f .5 .8 2 18 -34 1 4/6 Sid Imsbk mfi cw If .2 .3 3 34-45 10 4/6 Imsbk mvfr cw - .7 1.2 4 45 -108 10yr7 /6 s* 0sg* ml* - - ..4 .6 -- d4a-, 2V ii Effluent #1 = BOD > 30 220 mgft- and TSS -30 150 mg1L t #2 = BOD < 30 mgtL and TSS < 30 mg/L CST Name (Please Print) Signatur ` � CST Number Thomas C Nelson ! L -- — '' 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, W1 10/30/02 715 -246 -2454 Property Owner Le W arren Parcel ID # Page 2 of 3 �� > 3 Boring # Ground surface elev. 1()0.41 110 . Depth in a ❑ Pit ft Deth to limiting factor Soil Application Rate Horizon Depth Dominant Color Redox Description Texture L 2msbk Consistence Boundary Roots GPD/ff in. Mansell Qu. Sz Cont Color 'Eff #1 'EtI#2 1 0-13 10yr3/1 - sil mfr cw 2f .5 .8 2 13 -1 7 1 3/3 - sil mfr cw If .5 .8 3 17 -33 10yr4/6 - sicl lmsbk mfi cw - 2 .3 4 3340 7.5yr5/8 - Ls lmsbk mvfr cw - .7 1.2 5 40 -11 10yr7 /4 _ s' Osg' ml' - - 4 6 pAo ' A1 9 4 Boring # Boring !_.J Pit Ground surface elev. ft. Depth to limiting factor in. Soll Application Rate Horizon Depth Dominant Color Redox Desciiption Texture Structure Consistence Boundary Roots GPDrtf in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 F B"wg # 0 BO 11 Pit Ground surface elev. ft Depth to limiting factor in. Pit 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 I - Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD, < 30 mglL and TSS < 30 mgA- The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access semces or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. say -aswT« (R-07/W) FROM :SC°HUMAKER PLUMBING FAX NO. :7153863121 Jul. 06 2004 12:59PM P2 `� rr•e 4 Le h ecL�Z. YW A 3 LJ A 3 c c,1 10+7 - 1.5 1 � W o r e -, To 10� y �b r.3 1 ° � t � Of 10- C d� i ve , I LO QI t o6.�3 X33 loo .y1 227387 r ` ( n � f r e CX Sec�Ion � l o Z 1 l ray. 162- C ON I Yi Y I� l� fro r, 100 ,( C,�� .g � QI 100 c�3 Do y� r Safety and Buildings Division County 1* W. Washington Ave., P.Q. Box 7162 j �r� � MadisF - 16� --- -- Sanitary Permit Number (to be filled in by Co ) E I dt De artment of Commerce S d State Plan I.D. Number Sanitary ermit A lic to In accord with Comm 83.21, Wis. Adm. Code, pponal imf a tion i � Ades 700 MIA i may be used for secondary purposes Privacy law, s 5.04(1) Project Address (if different than mailing address) I. Application Information - Pisan Print AU Information _ _ _,__ - � � /O 447 57- Property Owner's Na me Parcel M Block k � C ! S d, Cf� „ r/Z/U I �D,P�Zi - �0 Property Owner's M ailing Address Property Location � r 312A — 'A 4 Secrion �- yr City, State Zip Cady Phone Number f (circle9aulj II. Type of Building (check al Vat apply) / ` T �L N, R Pte- Subdivision Name CSM Number 1 or 2 Family Dwelling - Number Bedrooms Vo 1 1 ❑ Public /Commercial - Describe Use ��i`� 7 d3W l � 1 State Owned - Describe Use 3 .Di S C-91td Lt/ i ❑City ❑Village Itfownship of f�&-g III. Type of Permit: (Check only one boxNn line A. Complete line B if appli ble) A. New System C] Replacement Syste ❑ Treatmentiliolding Tank Replacement Only C1 Othe if-cation to Existing System B. ❑ Permit Renewal 1 ] Permit Revision hang,- of ❑ Permit Transfer to Now I st Previo P u r d Before Expiration Plu r Outiner j f W. Type of POWTS System: Check all that ! ) Non - Pressurized In-Ground ❑ Mound > 24 in, of suitable soil ''Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter I ❑ Constructed Wetland Pressurized n- Ground �, (dingTenk Peal Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter I ❑ Recirculating S tnhetic Media Filter LeaAnVCh4Z • CJ” i Lin El Gravel-less Pie ❑ Other (explain) V. Dig rsal/Treatment Area Infornfation' ✓�.�� �` 3 Design Flow (gpd) Design Soil Application gpdsf) ispef'sal Area Requir sf) Dispersal Area Proposed (sf) System Elevation t,� ,A VI. Tank Into Capacity in Total Numb,- / an factyr9 Prefab Ste r asstic Galloon Gallons of UM !rte Concrete Constructed Glass New Existing i f Tanks Tattle Septic or Holding Tank Aerobic Treatmem Unit i Dosing Chamber �fCr VII. R/6 1ulbWty Statement I, th0 uinders , assume responsibility for Wgallallon of the POWT . hown on the attached Plumber's No iris (Print) Plumber's i gnature P IPRS Number \ Business Phone Number P lumber's Addre is (Street, City, State, Zip C ) WIVeountymepatmelit Use o nly Approv4d ❑ Disapproved Surcharge Fee) Sanitary Permit Pee (includes Groundwater �O L� Date ssu Issuing Si tur tamps) S -7� C ❑ Owner Given Real for Denial 61 Q IX. Condltlans of Approval/ for Dlaapproval �� ;�dn��2�h,viJ �11 YSTEM ��, 2� yvu �.� / 1 " e tic tank, effluent filter and GZ — Cam.. •�' �' p dispersal cell must all be serviced /maintained A Sp I U� ��� as per management plan provided by plumber / 2. All setback requirements must be maintained ( - 3) � 4A.) few ��5� r , 4 e as per applicable code /ordinances. f��PiYr�7kLC r� 3 - ( (3_/ 5��`1s at S S A. elevth�,. Attadt coaplste peas (to the County only) rot tt» tyst paper 4ot �i1s/a -nx 11 ipch f lrt r'Zf� . � D C/ uartiL� J e.iGt J i RRn 6 rR m m1 ' s 6 CSf Saj/ rye - r � � y � z � 0 J' Q4 i C> w s� v � b a l 7w z IN It o� ^o ' o � z 4" CI �,N �E 1I�� MLDI, ABOVE GZADE S � S FR �iM DOOR WINDOW OR �►E AT�!ERPROt?f rRESH AIR INTAKE JU'NCTIO avX APPRO7 4TH CONDUI? `' XHOLr CO'JF.R FTNxS HE' � *1"" W PADLOCK g 4 CI RISER --�-� � WARNING LABEL r WALrR TIGHT SEALS `` GAS- '" T1G:iT : `: A SEAL , PPROYED JOINTS WITH 'IPE 3' B !ALM� i APPIDYEO PIPS Mo $11L YD ' ' t ON 3' 09TO y0ti. c I SOLID, SOIL PUMP Orr ELEV, PT, r RISER EXIT D f P CNLY t i if TANK I 2k MANUFACTIJRER APPROVED BEDDING UNDER TANK HAS APPROVAL COONCIRETE PAD aZPTIC i DOSE rANK MAN',iF ACTJRER: " -cr 'f,.,,....,.,,— OSES PER DAY: r GAL. DOSZ VOLUME lhtc:,,JDING DOSE dv GAL. FLO�v'$ACK; l�.._..., GAL. kI.4R?� MANtJPAC`IVRER: t� ACI TIES: A .� u,•,, �"" MODEL NUMBER: 4,4c ".• CA .. i.viCKEs * ...� GOAL. SWITCH TYPE: & gCc .. �.. B s x ,._...,, S Nc xE s � � L . MRI@'iIFAC i'VRER : �G' att C � MODEL NUMBER: .� INCHES SWITCH TYPE: � QU IUiEU) D: 5CHAR . , R A T �' GP;� PUMP 6 ALARM Wi R i NG AS ER I LIiR 16 .23 , fi h C ERT +CAL D�gEEKEUCE sE. MINIMUM NETWORX SUPPLY Or I A.'.D DZS:`R ?HU4ION PIPE 12 rEE;' �,,.,.,. FEES' F ORCEMAZN �R , SL'R E . , 1 FT /304 FT, FRIG * FEET I.ON FACWTOR IErT DYNAMIC MEAD : • ERNAL DZME:�S:OU4S OF' PUMP TA!dX : FENT WIDTIq ivED : TCENSE N.`.`fBiR' - z2 z , Gculds Submersible Effluent Pump s EPO4 3 87 1 E . P05 AlerL1QA110MS ' FiftiR: 300 sodas • i fw F $PAN deemed tM t VMI, ■ MW HOW Q► ` d a �� b f ► Cwt 1,w t a 1 O 4 " wee' Cipebte ar nurr�t fw AdMtt C tgtK ►� ua�tlan eM ristems mm dement to treasibr. rat mw aw Pt". mow A"ImMe be elm end It tee we "" beadle Y sump E'0/ IW**h In owrfaad Nfth Mod SMEIA MUNN dW a f wm CW2c 81"d' uty "OUNICOWN ill 11 r eset, On" d the 6d". Wed of end Ww +Mfe&j • pp� am: 0.5 H P, h am; 11a V� HL Igo vm PAA n and bwe r bWft 04ro�d w W w bel(1bwrsQ c 8" wdwv ei< ' amt run 4 9" b�l1f: Tftermp. �Uuollat +u,nt. • �'awerearo: �o root a+fMtle,, • Cap"". to to v GPM. 'r end rr,plft, 10 S,lrq �' ' s aftv for Y TOW hUdt. up 1,YflINi Of b 24 IM oft s hNYCII fl11) M «� t o ' �ub�on j °"W 20lo n 9 fi r,11t1tmo- If awrrt ,�e�oa�rou 9 t�y h«ynio "&Tw wm ^ft 1 1 -lit ♦trl°n thne tlroundfnp fu fmproNp dNtpn � e� mm numtienj • T We'�Dnwi t�a EACkI). plug , Orb'dMf>d. M T p► ' AC - .) cormn tneCn� d oft RvWd Drvrldee Ind Iwo" X11 MGM pay 0 Color s ' BoMdr ��0 aeptbtf r �'�►Inw+� �� r m : t J . T OW up bsoGPM. T PON y a 4 .. S „ v 1 •E ; b 0 E Q ' A Eam x ca N N co r 4 tn20?` CpC c lai3a CD CD I N d' w CL x rn ` CL Kr v y ca o ::3 tL 0 Z to AA N may' III I Li•ti co II Lb LL m T ja ilij D o : , E Q • m kT lS'�j r •t w m Wisconsin Department of Contmwce SOIL EVALUATION REPORT p 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wm Adm. Code Attach complete site pin on paper not less then 81/2 x 11 inches in size. Plan must Canty St. Croix Include, but not limited W. vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions. north arrow, and location and distance to nearest road. oZ _ 10P I/ - Please print " I #VE D Date Pam" you provide may be used secondary pwpos" (Privacy Lew. s. 1S.04 (1) 1 -))• ]�� I ' Propertyt3wner FredLene t DEC 18 2 QQ2 Lo NW 1/4 SW 1/4 S 25 T 29 NR 18 E 0 Property Ownees.MeifingA ldress ST. CROIX COUNTY # Blook Subd• Nerve CSH# 220 Livestock Exc Bui1 ING OFFICE 4 I city Stator Tap Corse Phom Number y(y ❑lfdiags own Nearest Road St. Paul MN 1 55075 ( 6 451 -7320 140th Street ❑ New Constivctim UseEl Residential /Number of bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Publio or oommerviel - Describe: Parent material Flood if applicable 1 J h commenla Genes ss with continuous bands of li�gyrd /4, I mf4 spaced approximately .25 anti about .04 in and reLnrratterxiations. nclQtess tt horizon she be sized for a.4 to .6 loading rate. l �� S�id..r�,,L r 7 ] � # a� Q Pit Graund surface eiev. 100.83 ft. Depth to Cirri ft factor > 110 Sod Application Flats Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bou rWary Roots GP in. Wnsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-12 10yr3/2 - sit 2msbk mfr cw 2f .5 .8 2 12 -17 1 /4 - aid Imsbk mfi cw if .2 .3 3 17 -33 10yr416 - sic] Imsbk mfi cw - .2 .3 4 33-40 7.5 imsbk mfi' - - 7 1.2 5 40 -110 1 0)04_ 7 , 1 Osg ml _ _ ,7 1.2 F # 103.50 >1O8 Pit Ground surface elev. fL Depth to limiting fader in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff in. Hartsell Qu. Sz. Cont Color Gr. Sz. Sh. 'EM1 'EfMQ 1 0-18 10yr3/2 sil 2msbk mfr cw 2f .5 .8 2 18 -34 1 0yr416 - aid Imsbk mfi cw if .2 .3 3 3445 -j 4/6 - Imsbk mvfr cw - .7 1.2 4 45 -108 10yr7/6 - s* Osg* ml* - - ..4 .6 VEA V- J 6.8 3 0 it Effluent #1 = Boo > 30 < 220 nwYL and TSS >30 < 150 awl #2 = WD _< ao mgil and TSS < so mglL CST Name (Please Prirtt) CST Number Thomas C Nelson �' L--- ' 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI 10/30/02 715- 246 -2454 Pnn IMINTMM/ ppoparty Owner Lenertz- Warren Parcel ID # Page 2 of 3 Boring El # Pitt Ground surface elev. 100.41 R Depth to limiting factor > 110 in, Rate Horizon Depth Dominant Color Redou Description Texture Structure Consistence Boundary Roots GPQAP in. Mansell Qu. Sz Cont. Color Gr. Sz Sh `E1f#1 IBM 1 0 10yr3/1 - sil 2msbk mfr cW 2f .5 .8 2 13 -17 1 3/3 _ sil 2msbk mfr cW if .5 .8 3 17 -33 IOyr4 /6 - sicl Imsbk mfi cW - .2 .3 4 33-40 7.5yr5/8 - is Imsbk mvfr cW - .7 1.2 5 40 -11 10yr7 /4 _ s* Osg* ml* - - .4 .6 9� 8 2 9 4 goring # El pit Pit Ge ound surface elev. R Depth to limiting factor in. Sop Ratty Horzon Depth Dor dnant Color Radox Description Texture structure Unsistence Boundary Roots GPDM in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 - EW2 Boring # Q Boring Ground surface elev. R Depth to limiting factor ri Pit err. Sort Applfttlon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rails GPDlff In. Mansell Qu. Sz Cont. Color Gr. Sz Sh. -Eff#1 - E1f#2 Effluent 41 = BOD > 30 < 220 mg& and TSS >30 150 MG& - Effluent #2 = Boo, :s 3o mglL ant TSS < 30 rig& 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. seD43w'r=epL07Mi L� NECoY►►e heCI Z. yAwy 3 W / � 3,e cl It re o S A 1 a� y l,bT 3 la a i ° of l to i lip N �$ d� L° n � O i lo o %Po rl �� �A, 100 1 o p o 1 C n p� p9- QI 106. %3 d2 1 b . 5� t33 p y� Z 7- • 0 10 0 3 0 n d 1 3 0 0 3 �► hA <D n A O A7 • A N C d 7 7 N OO a 7 7 y � � �o cnm O O p m o 0 0 N m `� w M to O C tD C C 0) C fC C C 3 co W iy 3 7 N m .= c o p cn Z U) z cn z to Z D a m co D co' D m D cQ D cn d A o m W a a a W o S ' 3 O O 3 O O o °' ! N CD i� - CD 0 CD 0 f M CD CDD C N CD 0 ww ww ; 0 l\I • z z 0 �4 N N 3 N N y N N w o D � d a � a � ��'► O1 'C CT cr CD 0 n Q n a = m M N N 3 m o n n 7 :. 1 A O_ O_ .r 7 tD O i o n n N CD O c c 3 a 3 n 3 m 0 0 0 m o Z _ Z Cep 01 0 d N fD ' � 7 O 0 0 _. W N C a` Z 0 0 ^' to y Z w E I v K) (Am 0 Dm cc y - NEnm z 0 Dco to D o m ow'0 m m 0 no a 0 m 0W'O 0 0 no_ n �. owN "oT.; C3 °wa �. w 0•- •�m3� °wa cp v,0.m cp�m 0 0 m < a.m o�m 0 CD m 0 n�a cn m m m m 0 a-0 m m a� c >_ 0 m om -3 x z 0 >' m w6a -3 x o C 2 o o y t m 3 3 O y O N N N m � 3 O N_ O= m N cocDCL 3 oa0 mmc CD CD _ co CD 0 Ch CL Qc�nv3mnE; a 0 , < E 3mn i m x3 y ?� Kv a WD +� o � aaa a +�� �aCL 'c < �• �• 4 N 7 0 C 7 O. v N 7 C C C 1 Q cn aax 0 n cn aax 0 a o o a_<• - d o ga 0 o;a N c a m CD w 0 �' c 3�� CD wo O CA p =t c (D O cn A Q0 n QO Q A CD 0 0 c m m oo 0 0 o o 0 ` w o o ° o CL * N • 1855 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Certified Soil Testing Attach complete site plan on paper not less than 8% x 11 inches In size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Please print all information. eviewe Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). S EP 6 2003 Property Owner Property Location / 03 Delander, Jamie Govt. Lot SW 1/4 SW 1/4 2i ST. R C TY 8 Property Owner's Mailing Address Lot # Block # Subd. Name or I 15W 302 W. Elm St. 1 CSM # 718732 City State Zip C de Ph a Number -j City Village Town Nearest Road Roberts I WI 1 54023 715 - 749 -3708 1 Warren 140Th St. 70 ✓ New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD _,.. Replacement Public or commercial - Describe Parent material loess over till Flood plain elevation, if applicable NA General comments and recommendations: install 4'x 114' rock cell mound on 95.0 - 94.6 design line as upslope edge of rock w/ 05- 0.9' sand fill &4 a X29 a Boring # I Boring 16 pit Ground Surface elev. 95.1 ft. Depth to limiting factor 31 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 1 0 -10 10YR 3/3 - sit 2 f -m sbk mvfr cs If .5 .8 2 10 -31 10YR 3/4 - sit 2 m sbk mfr cs 1m .5 .8 3 31 -34 2.5Y 8/2 f2d 10YR 7/6 fs 0 sg ml cs - .5 .9 4 •. 34 -66 SSBR i SSBR by resistance to penetration; weakly cemented a Boring # I Boring 0 Pit Ground Surface elev. 94.5 ft. Depth to limiting factor 46 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence oundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 1 0 -4 10YR 3/2 - sit 2 m gr mvfr cs 1f .5 .8 2 4 -11 10YR 3/2 - sit 2 f sbk ds cs 1m .5 .8 3 11 -26 7.5YR 4/4 - sl 1 m sbk dh gs 1m .4 .6 4 26 -38 7.5YR 4/4 - sl 0 m dh cw 1 m .3 .5 5 38 -46 7.5YR 4/4 - s 0 sg dl as .7 I 1.2 6 4 - 9 5YR 4/4 f2d 10YR 6/2 sl 0 m mfi cs - .3 .5 7 1 49 -59 SS L wk cemented Effluent #1 = BOD 30 < 220 mg /L and TSS > 0 < 150 mg /L ' Effluent #2 = OD 130 mg1L and TSS < 30 mgr CST Name (Please Print) Sign to CST Number Henry F. Grote 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, Wl 54751 9/13/2003 715- 233 -0398 ti Property Owner Delander, Jamie Parcel ID # Pfge * 2 Qf , 3 . [ ] Boring # Boring Pit Ground Surface elev. 94.1 ft. Depth to limiting factor 33 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 -4 10YR 3/2 - sit 2 m gr mvfr cs 1f .5 .8 2 4 -11 10YR 3/2 - sit 2 f sbk ds cis 1m .5 .8 3 11 -27 10YR 4/4 - sit 2 m sbk = mfr cs 1 m .5 .8 4 27 -33 10YR 7/3 - fs 0 sg cs - .5 .9 5 33 -43 SSBR wk cemented j F-1 Boring # Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bounda ry Roots = in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 j i I F-1 Boring # 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 = in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I I � I I i j I I ' 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. SBD -8330 (R.07 100) Certified Soil Testing �� 1��•S�' �w_ Svc - 2Y' -2.'9- \$ w 5� fi ►t t I � D Z„J� nn W4d.o) / vv.o (a s v) t� Lq 4, S { r �i z ee o Z� `� c.t etic Lzz le : A \ (q 3,6) IS l vc. �+ Q b•s o: ^ ^Yic� o .,..c < /k t . -ov OvAf Hv ST CROIX . AQ sl L'Ic >AAINTENANC'l- A VIM J �Vts knv - BUY' ? OT new Ons'M' (N' A66r "MIMI tj eQuired f rom p1s=ing DO 0 L16 J umba'T 0 W 4 3 LO ' Loczti ,, Survey. Map (31101,4 I . 0 page. V, ,z rr sm tY 1) . __ — I -.. no mab no dent ha waStelf, c could Its PT P=turc f w1 you Pat, Mt i a umnce of y0ir , ycvs M s 6e 'Opli,- 4=1k e very thret - its "fvT&t D-L ; - tint .1s of the w0fdc t'UV ar,.d ' fonn, s i g n ed "'y 2 gvswi " � t_ Croix 7 ets. that vii Of 4 lic M d P vflri� Thy" P to S sd �� it ("f th" Iteptic. MIA is lt.lw % rkpt . C , , jo n and, punP 'Ire's "Ur d IOU, 'Ott 1 af&"�T I , ' ,emting cotdit ;yG.reT_ W � plivs c i th4 a re srWeV, .rificati Co and a JIMU;. st Of WiWoNsin. CL d,:t gilned hs p d tht or, Naturl_l Re;� ce within 3c" , �"d the abov r 7— Ua 2j=e O f c 9 ,.N,vp - I - h I Usstbv6eDct ettd anA mti',Mt� to P!! f0 OMM- v ibu be, cOTIPA :wing fl - At ybur gev& wt em been tion date- ,,,,Plrl 3� &Ce LL - 'IF Al rLJGAIv'T am (ac) tw jrf ' f ':"r tl3jz fO rM 7) ter C ,, W , Stitca I'll d.t^fl - mcmd l rd 'bed by ] C Geo - I" , 71� AT�,�S Of I b T sul' in th Register o ", the, %MaTy Include with - S ILVOCA" ' . & I 9 copy a{ 'hi ce' je d qu-1-viv Map trails L I , S S � 1✓ y �� p- • aC � o ii N , .. 3 O _ CL) �. .(t fl- � 9 U' G•. C' I e i i • _ z POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page _L of Z f0 INFORMATION • SY Tt3M IiPEC1FICATt�pNB Owner Forma d �� S ept Ic Tank Capacity CJ a l 0 NA Q - 7 Septic Tank Manufacturer 0 NA OHSION IsAMM @fig Effluent !Kilter Manufacturer 0 NA Number of Bedrooms 4 7 0 " p NA Eft wt F�ter Modai S' 0 NA Number of laWk FaclatY Unite NA Pump Tank Capacity x!1!1 clot NA i Estimated flow teverspel --- - - --•- -i (}� d Pump Tank Manufacturer i � ❑ NA flow (peak), tEsimmsted x 1.$) v/ef 4 Pump Manufacturer al /da L's• -cam / a NA Soil Appliostion Rats aVda /ft& Pump Model �Qy p NA Standard lntlueletJEffluerht Quality I Monthly average" Pntrra""t Unit Fate, Oil S Grasse (FOG) 340 m Jl A g ©l9endK3ravei Filter C1 peat Filter Biochemical Oxygen Demand 180D,) 5220 mg& 0 NA ® Meohsnicai Aeration 0 Wetland Total Suspended Solids (TSS) .19150 me/L G Disinfection 0 Other; Pretrested Ef ernt QudkV Monthly average Dispersal Coft 0 NA Biochembai Oxygen Demand (800 x30 mgJL - Grou (gravity) C ] In-Ground (pressurized) Total Suspended Solids (TS5) S30 mg/- NA D At-Grade CJ Mound Frcat Conform lgromertryo mean! 510' cfuJlOOrnl ❑ D*Une A Other: Maximum Effluent Particle 81so YO in die. 0 NA B 0 NA her: 0 NA *r' 0 NA "Valera typisal for dons o Wastewater and septic tank eftk:er:t. OOW. 0 NA SCi#OtJLE . BMrisae Evart S enriee freeprenoy inspect coadklen of tankla) At least once ovary: frOn * (Maudnwm 3 years) to NA Pump out contest* of tank(*) When cornbine i sludge and scum equals or third ils) of tank volume O NA Inspect dlspersal oral(#) At least once every: fin► S real) 0 NA Cisen effluent filter At least once every: m 1 e Q NA inspect pump. pump controls & alarm At least once every* a ai monthi D NA Flush laterals and pressure test At least once every. {:! rrhOn si sl CJ NA At )east once every: 13 C] NA Other; 0 NA MANOT1111NANN INSTnUcTiONS Inspection* of tanks any dispersal cans shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Rostricted Sewer; POWTS Inspector; POWTS Maintsimar; Septane Servicing Operator. Tank inspeatione must include a visual inspection of the tank(e) 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 around surface. The diapersc 000 shall be visually inspected to check the effluent levels M the obaeroation pipes and to check for any ponding Of effluent on the ground surface. The pending of effluent on the ground surface may indicate a falling condition and requires the unrnedlats notification of the loo+d regulatory authority. Wh" the combined woumulstion of sludge and scum In any tank equals one -third (Y or more of the teak volume, the entire Wisconsin Administrative Cods. content* of the tank iv removed by a Ssptage Servicing Operator and disposed of in accordenos with chapter NR 113, • All other services, Inokrding but not limited to the servicing of effluent filters, mechOrkill or units. and any servicing at intervals of %12 :months, shalt pr aInt +ted Components, pretreatment be parfonned by a aeKlfied POWTS Maintainer. A seEvlos report shall be provided to the local regulatory authority within 10 days of completion of any service event. f ' START UP AND OPERATION s psge For new construction, prior to use of the POWTS check treatment tank(si for the presence of painting products or other chemireis that may impede the treatme process end /or damage the dispersal ceI(tal. If hiWQ*nc>katratiorri are detected have the contents of the tank(t) 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 till above normal highwater levels. When power is restored the excess wastewater will L-e discharged to the dispersal cell(s) in one large dose, overloading the Collis) and may result in the backup or surface discharge of effluen 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 fife of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; faj foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; most scraps; medications; 61, painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails andtor Is permanently taken out of service tt loilowing steps shall be taken to insure that the system s properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: e All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. e The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. e After pumping, all tanks and pits shelf 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 fells and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: A suitsbis replacement area has been evalu y- beutilixed -fen the location of a replacement soil absorption Sys rep soarnetlt area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot "a and wells Failure to protect the replacement area wit? result in the need for a now soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. Q A suitable replacement area Is not available due to setback and /or soil limitations. Barring advances in POWTC technology a holding tank mey be Instailed as a last resort to replace the failed POWTS. �� o its e tank C] 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 TRiI:ATMENT TANKS MAY CONTAIN LETHAL GAS S" AfNDIOR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATfk4V#T TANK UNDER ANY CiRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL eOMIiAE ES POWTS INSTALLER POWTS MAINTAINER Name LQ �'��, e4 ,,., S_aiw in t z tr g y, Name Phore l , /' - ? t Phone SEPTA43E SERVI OPERATOR (PUMPERI LOCAL RE ULATORY AUTHORITY Name Name Sr !� Phone Phone -7 5 - 3�(0 - �b This document was drafted in complieftca with chapte Comm 83.22ailb)(1 and 83.54(1), (Z) S (3), Wisconsin AdmMistraiive Code. U 2527P 438 7t5 CR. 77'9 STATE BAR OF WISCONSIN FORM 1 - 1998 KATHLEEN H. WALSH REGISTER OF DEEDS WARRANTY DEED ST. CROIX CO.. MI RECEIVED FOR RECORD Document Number 03116/2004 04:00PH This Deed, made between Frederick G. Lenertz. single , Grantor, and ' r1P_ n_ri4 Propetaes Tl'C , Grantee. WARRANTY DEED Grantor, fora valuable consideration conveys to Grantee the following EXEMPT N described real estate in St. Croix County State of REC FEE: 11.00 Wisconsin (the "Property"): TRANS FEE: 420.00 COPY FEE: CC FEE: PAGES: 1 Recording Area Name and Return Address < r0- Burnet Title 7550 France Ave. S. First Floor Fdina. NIN 4543 .A 1' � - . , ( 42 1069 70 000 Psmei identification Number (PIN) This is not homestead property. (ts) (is not) lots 1, 2, 3 and 4, CSM in Volume 17, Page 461located in part of the NW ,/. of the SW % of Section 25, T 29 N, R 15 W, Town of Warren, St. Croix County, Wisconsin. * a5 00 (uvv�4vrt 00-. 40 �lDg Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Properties good, indefeasible in simple fee and free and clear of encumbrances except 1� Dated this day o __ -M - .2004. (SEAL) (SEAL) F ederick G. Lenertz (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT S)gnature(s) State of Wisconsin, I ss. St. Croix County authenticated this day of � ers �� alLy came before me this day of C� , 2004 the above named Frederick G. Lenertz. single to me known to be the person who executed the foregoing instrument TITLE: MEMBER STATE BAR OF WISCONSIN and acknowledge the same. (If not, authorized by §706.06, Wis. Stats) ✓T �amo( Z2 -� Y THIS INSTRUMENT WAS DRAFTED BY Notary�c,S to of consin Coldwell Banker Burnet 1301 Coulee Road My commission is permanent. (If not, state expiration date: Hudson, WI 54016 4 - 22660 =0Fw (Signatures may be authenticated or acknowledged. L STPTE Both are not necessary.) Names of persons signing in any capa city must be typed or printed below their signature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. �UNTY �,"�� �:.�.�. •— SHEET R. 18 W. R. 17 W. » goo If r r r a �Skg PIA RpC2 JeB pL . 1 v Js8 ry I RPB RpB m —' c: m ro •IR 02w�. .�. AsC2 1. k P o .. Jed p •, �, J56 Nc8 j , . �� NcIC2 i y PIA t l Vf iC+ R g' P s � p c S 3 F it • . wl� � j t�{ 'S5� �a ;2� ' �1 4;: _ --� AsC s ri 3eB T. ScC2 t ti Asc2 Jso , t t. ° +t a. g � 0 t e3 RpO2 x. w rn. w r . M �I Y i 'JeB n uy JeA f'M. . R 4 I• ,� Y ti � � �, • �� � � III f J 40 SOIL SU$V7C �a x F volume; strongly acid; abrupt wavy Cb boundary. '�- IIIC -34 to 60 inches; very pale brown (10YR w 1 < i 7/3) sand; single grained; loose; medium acid. The solum ranges from 23 to 39 inches in thickness. '' `- `€ In most places the silty mantle is 15 to 30 inches thick. The A horizon is black, very dark brown, or dark brown silt loam or loam 10 to 20 inches thick. The IIB horizon is 5 to 15 percent pebbles and 8_ • Y cobblestones. The C horizon is sand weathered from sandstone and is underlain by weakly cemented sand - r. stone at a depth of more than 5 feet. The B horizon is slightly acid to strongly acid, and the C horizon is ! medium acid. 1 ' < ,r, .� �F' Nickin soils are near Arland, Jewett, and Pillot soils. b Their B horizon contains less silt and their C horizon contains less gravel than the B and C horizons of Pillot 1 soils. They have an A horizon that is thicker and a C horizon that contains less sand and clay than these ?r horizons in Jewett soils. They have thicker, darker � colored A horizon than Arland soils. NcB— Nickin silt loam, 2 to 6 percent slopes. Most i, areas oTthis soil are on ridges of ground moraines that are underlain by sand weathered from san stone h l _ roc os ar in shape and r 1 114 1 (11111 1: 0 acres in size. This soil has a profile similar to the one described as representative of the series, but the surface layer is slightly thicker and darker colored, the silty mantle is thicker, and the subsoil is slightly thicker. Included with this soil in mapping are some areas where the surface layer is fine sandy loam, a few small ` areas of Arland and Jewett soils, and areas of mod - erately well drained Nickin soils in drainageways. Also included are a few small areas where the soil is under- lain by limestone bedrock at a depth of about 5 to 6 P feet, a few small areas where clayey bands are i n the ! sandstone residuum, and a few areas where slopes are }: less than 2 percent or more than 6 percent. Runoff is slow, and the hazard of erosion is slight. Most areas of this soil are cultivated. The soil is y ` `� " moderately well suited to corn, oats, and alfalfa. It is frequently used for corn. Controlling erosion and main, a taining soil structure are important factors of good -" management. Capability unit Ile-2; not assigned to a woodland group. NcC2— N ickin silt loam, 6 to 12 ercent elo Y eroded. This soil is on ridges and foot slopes of groand'` .f� moraines and is underlain b sand weathered f a. sandstone be roc . Most areas are oblong or a onga i ores in size. This soil has the ; profile described as representative of the series.` Included with this soil in mapping are some ` j where the surface layer is fine sandy loam, and a f' small areas of Arland and Jewett soils. Also iiicl are a few areas where the soil is underlain I limes bedrock at a depth of about 5 or 6 feet, a fey► where clayey bands are in the sandstone residua- I 6 rcen less than a few areas where slopes a re pe K more than 12 percent. Runoff is medium, and the hazard of erosio moderate. Most areas of this soil are cultivated. The suited to oats, alfalfa, and a limited amount of pal ST. CROIX COUNTY, WISCONSIN silt loam; moderate medium granular Where tile drainage is used, loose sand can enter tile structure; very friable; many roots; lines unless precautions are taken to prevent thi& slightly acid; abrupt wavy boundary. Most areas of this soil are used for pasture and A2 -4 to 10 inches; pale brown (10YR 6/3) silt woodland. Some areas are in corn, oats, and hay. Where loam; moderate medium and thin platy excess water is removed and tilth is maintained, this structure; friable; common roots; medium soil is moderately well suited to most crops. Capability acid; clear wavy boundary. unit , woo d group 2o2. A &B-10 to 18 inches; pale brown (10YR 6/3) - — tongues of silt loam (A2) ; weak thi� ickin Series platy structure; yellowish brown (10YR 5/6) silt loam (Bt) ; moderate medium Nicki ries consists of gently sloping to subangular blocky structure; common modera e y steep, well drained soils on ridges and foot medium faint light brownish gray (10YR slopes of sandstone uplands that are covered by a thin 6/2) and common medium prominent mantle of glacial till. These soils formed in silty sedi- brownish yellow (10YR 6/6) mottles; ment and the underlying loamy glacial till that in turn friable; few roots; strongly acid; clear are underlain by loose sand weathered from sandstone wavy boundary. bedrock. Native vegetation was prairie grasses or oak IIB2t -18 to 25 inches; brown (7.5YR 5/4) loam; savanna. common medium distinct light brownish In a representative profile the surface layer is about gray (10YR 6/2) and many fine and 11 inches of very dark brown silt loam. The subsoil is medium prominent strong brown (7.5YR about 23 inches thick. It is dark brown, friable silt loam 5/8) mottles; moderate medium sub- in the upper part and dark brown. friable and very angular blocky structure; firm; few roots; friable loam and sandy loam in the lower part. The T. about 5 percent coarse fragments by substratum, to a depth of about 60 inches, is very pale volume; thin patchy clay films; strongly brown sand. acid; clear wavy boundary. Available water capacity is moderate, and perme- IIB3 -25 to 32 inches; reddish brown (5YR 4/4) ability is moderate in the subsoil and moderately rapid heavy sandy loam; few fine prominent in the substratum. Natural fertility is medium. The light brownish gray (10YR 6/2) and few organic matter content of the surface layer is high. fine prominent strong brown (7.5YR 5/8) Most areas of these soils are cultivated. The gently mottles; weak medium and coarse sub- sloping and sloping soils are used for corn, oats, and angular blocky structure; friable; about alfalfa. The moderately steep soils are used for had 10 percent coarse fragments; strongly pasture, or woodland. acid; clear wavy boundary. Representative profile of Nickin silt loam, 6 to 12 IIC-32 to 60 inches; yellowish red (5YR 4/6) percent slopes, eroded, in a cultivated field, 220 yards sandy loam; few fine and medium distinct east and 220 yards north of southwest corner of SE /.t. strong brown (7.5YR 5/8) mottles; mas- sec. 36, T. 30 N., R. 18 W.: sive; friable; about 5 percent coarse Ap-0 to 8 inches; very dark brown (10YR 2/2) fragments by volume; medium acid. silt loam, high fine sand content; weal _ The solum ranges from 30 to 42 inches in thickness. fine and medium subangular blocky The silty mantle is 15 to 30 inches thick. In uncultivated structure; friable; many roots; slightly areas the A horizon is black and 2 to 4 inches thick. In acid; abrupt smooth boundary. cultivated areas, the Ap horizon is dark gray or dark Al2-8 to 11 inches; very dark brown (10YR 2/2) _ grayish brown and 6 to 10 inches thick. silt loam; weak medium and fine sub - t loam. The angular blocky structure; friable; many d The IIC horizon is a sandy loam or ligh 5 to 20 percent coarse frag- roots; slightly acid; clear wavy boundary. IIB and IIC horizons are s B1 -11 to 16 inches; dark brown (7.5YR 4/4) silt h ments. The B horizon is strongly acid and the C horizon loam; weak medium and fine subangular ,r is medium acid. blocky structure; friable; common roots; is Magnor soils are near Adolph and Freeon soils. They slightly acid; clear smooth boundary. are slightly better drained than Adolph soils and lack B21t -16 to 23 inches; dark brown (7.5YR 4/4) ;y the gray colors typical of Adolph soils. They are more heavy silt loam; moderate medium sub - ie poorly drained than Freeon soils. angular blocky structure; friable; com- ,e. MaB— Magnor silt loam, 1 to 6 percent slopes. This mon roots; thin patchy clay films; st soil is in drainageways and depressions of ground medium acid; clear wavy boundary. moraines. Most areas are oblong or elongated and range IIB22t -23 to 29 inches; dark brown (7.5YR 4/4) nd from 5 to 120 acres in size. loam, high silt content; moderate medium ►y• Included with this soil in mapping are small areas of and coarse subangular blocky structure; `or Adolph and Freeon soils. friable; common roots; thin patchy clay in This soil has a seasonal high, perched water table at film; about 15 percent gravel by volume; 6 a depth of 1 to 3 feet. Runoff is slow, and the hazard of strongly acid; clear wavy boundary. erosion is slight. The soil is ponded or flooded in some IIB3 -29 to 34 inches; dark brown (7.5YR 4/4) lth places during wet seasons. Shallow surface ditches, sandy loam; ;ec. weak medium and fine sub - water diversions, and waterways help remove runoff angular blocky structure; very friable; /2) water. Tile drains help lower the perched water table. common roots; about 5 percent gravel by r A li 61 40 SOIL SURVEY volume; strongly acid; abrupt wavy Controlling erosion is an important factor of goo( boundary, management. Capability unit IIIe -2 ; not assigned to IIIC -34 to 60 inches; v ery ,pal brown woodland group. 7� sand; si ngle graine ; loose; medium NnD2— Nickin loam, 12 to 20 percent slopes, eroded acid. This soil is on foot slopes and knolls of sandston The solum ranges from 23 to 39 inches in thickness. uplands. Most areas are elongated or round and rang In most places the silty mantle is 15 to 30 inches thick. from 5 to 30 acres in size. The A horizon is black, very dark brown, or dark brown This soil has a profile similar to the one described & silt loam or loam 10 to 20 inches thick. representative of the series, but the surface layer i The IIB horizon is 5 to 15 percent pebbles and slightly thinner and lighter colored, and the silty mante4 cobblestones. The C horizon is sand weathered from and subsoil are thinner. sandstone and is un er ain we ay cemente sand- Included with this soil in mapping are small areas of stone at a e th of more than 5 feet. The B horizonis knolls and small convex areas where the soil is severeli sliglitly acid to strongly acid, and the C horizon is eroded, a few areas where the surface layer is sand medium acid. loam, and a few small areas of soils that are underla" Nickin soils are near Arland, Jewett, and Pillot soils. by limestone bedrock at a depth of more than 5 feet Their B horizon contains less silt and their C horizon Also included are a few small areas where slopes ar( contains less gravel than the B and C horizons of Pillot less than 12 percent or more than 20 percent. soils. They have an A horizon that is thicker and a C Runoff is rapid, and the hazard of erosion is severe. horizon that contains less sand and clay than these Most areas of this soil are used for pasture or hay horizons in Jewett soils. They have thicker, darker land. Some areas are wooded. This soil is poorly suite( colored A horizon than Arland soils. to row crops but is moderately well suited to hay an( NcB— Nickin silt loam, 2 to 6 percent slopes. Most pasture. Controlling erosion is an important factor of areas of this soil are on ridges of ground moraines that good management. Capability unit IVe-2 ; not assigne( are underlain by sand weathered from sandstone bed- to a woodland group. rock. Most areas are oblong or irregular in shape and range from 10 to 60 acres in size. Onamia Series This soil has a profile similar to the one described as representative of the series, but the surface layer is The Onamia series consists of gently sloping to steep . slightly thicker and darker colored, the silty mantle is well drained soils on outwash plains and areas of pitted thicker, and the subsoil is slightly thicker. outwash plains. These are loamy soils underlain by sane Included with this soil in mapping are some areas and gravel. Native vegetation was mainly white pine, where the surface layer is fine sandy loam, a few small sugar maple, and red oak. areas of Arland and Jewett soils, and areas of mod- In a representative profile the surface layer is about erately well drained Nickin soils in drainageways. Also 5 inches of dark grayish brown loam. The subsurface included are a few small areas where the soil is under- layer is about 2 inches of brown loam. The subsoil i; lain by limestone bedrock at a depth of about 5 to 6 about 25 inches thick. It is brown, friable loam in the feet, a few small areas where clayey bands are in the upper part and brown, very friable sandy loam in the sandstone residuum, and a few areas where slopes are lower part. The substratum, to a depth of about 60 less than 2 percent or more than 6 percent. inches, is strong brown sand and gravel. Runoff is slow, and the hazard of erosion is slight. Available water capacity is moderate, and perme- Most areas of this soil are cultivated. The soil is ability is moderate in the subsoil and rapid in the sand moderately well suited to corn, oats, and alfalfa. It is and gravel. Natural fertility is medium. frequently used for corn. Controlling erosion and main- Most of the gently sloping to sloping soils are in corn, taining soil structure are important factors of good oats, and alfalfa. Moderately steep and steep soils are management. Capability unit IIe-2; not assigned to a in pasture and woods. woodland group. Representative profile of Onamia loam, from an area NcC2— Nickin silt loam, 6 to 12 percent slopes, of Onamia - Antigo complex, 6 to 12 percent slopes, eroded. This soil is on ridges and foot slopes of ground eroded, 300 yards east and 100 yards south of north - moraines and is underlain by sand weathered from west corner of SE /4„ sec. 15, T. 30 N., R. 19 W.: sandstone bedrock. Most areas are oblong or elongated Ap-0 to 5 inches; dark grayish brown (10YR and range from 5 to 20 acres in size. This soil has the 4/2) loam, high silt content; weak medi- profile described as representative of the series. um subangular blocky structure parting Included with this soil in mapping are some areas to weak medium granules; friable; com- where the surface layer is fine sandy loam, and a few mon roots; slightly acid; abrupt smooth small areas of Arland and Jewett soils, Also included boundary. are a few areas where the soil is underlain by limestone A &B -5 to 7 inches; brown (10YR 5/3) loam, high bedrock at a depth of about 5 or 6 feet, a few areas silt content (A2) ;moderate medium platy where clayey bands are in the sandstone residuum, and structure; brown (7.5YR 4/4) loam a few areas where slopes are less than 6 percent or tongues (Bt) extend into this horizon; more than 12 percent. weak subangular blocky structure; fri- Runoff is medium, and the hazard of erosion is able; common roots; medium acid; abrupt moderate. smooth boundary. Most areas of this soil are cultivated. The soil is B21t -7 to 12 inches; brown (7.5YR 4/4) loam, suited to oats, alfalfa, and a limited amount of corn. high silt content; moderate medium sub - jl! I�, »:t T -29 —N • R -18 —W . See Page 112 For Additional Nama& r _ RICHMOND PAGE 48 121 n 14)0 ism Clarence & ft° & ` d & Gar Martln 77 40 1 � elm 6 65 Mu°�er Inc 78 is N 118th a Mary Robert N 6 9 AVE z Maloney Derrick r Ttvst67 158 275 Ion w Nickelson Vernon i Louis 114th s � M c�Donel p Nelson s & ])enny AVE red Thomas Rolf 120 1 L "�;6 Maloney o s e tr °' � Do nald eenfield "M'�" O Maloney Briese jKe,�eth 216 '""` 180 154 318 240 2 c► 39 ,o U a ff & & 3 Dale & 80 110th AVE mela Ronald Vt'rginia Ott erhtk Bagar r2 = Meyer Daniel & F,, Wesley & Farms 7 u� 8 C) � M 80 F Inc r� oanae a 310 120 Frederick U 1 54 - 21 s to Sb0 �y 40 t a Rusmar ° s Gordon Farms d (1) Truesdill Inc r s r ` 142 -+ 138 x ' + 200 ransto 150 160 160 470 160 • s tr es avid & H e 6 Walter � 100th AVE Burl J 10 e e NechvWe VanBeek or: 60 Kenneth ` 80 5 ®t eta Frederick « 80 tr ;;4 zo r 1 J \ ast Nechville Eugene & 195 t3r ' 168 80 Viola F & tF Frontier c's � z Delores Gillis s tr S l- David & Land jenian iife&r Trust Inc 3 o IF Diane McKenna q u i Corp lVlueller 1 78 J E6 5 344 i Mueller 24 150 160 12 240 316 t i ■ e s tr - - 3 10 s oac o ao 8 S ro m� 11 R 1 z N 2 2 p 6 to Eugene^ m "o all, 2 37 � Elsa & Farms u oD a a 8 Bergh JR 5 RF fl o FWY Inc M thy 54 11 s z5 \ - LP 139 160 78 ''.h 148 1 - : 132 tr Sonnenta s n Earl ° 1 n ° — ao th Fmly Gardiner & 31 116 Pechuman u A E Ltd Violet i 11 Yi 0 Farms Primr Graham Mark to 122 2 atnlin x x a Aw p Inc ` t tr 0 163 108 154 3 .-own 1 Z TT m es r 2 & e x 0 L 21 x aM & 5 s &Ella orris �� � a lot 6 W e & GeorBe OConnell 1 I r 65 Ka e t" z Bloom Honor e so t O g 3 Mill \ tz 80 Hacker 40 �' w r c7 6 t 70 307 Haazmlin 2 160 r 2 tr ^ Jy Earl 98 D ana to eriz Pechuman ory & S herri 110 s Gl a 8 3 And son ` a LAKES �g : ti SoOmar 85 H 160 143 F.-, I , to 70th AVE s 187 80 9 65 s s ' 1 Tire , Milt W 6 = 1 3 $ 75 oW 4 5 D2 87 ..1 y z Peslcar / Farms O .. Giea Ltd Inc Thd Ti Inc �� 223 tr 110 40 b 99 tr 2 115 160 It Robert 'STAR Andrew & 3H Dean & U B 88 p tl � LN Rudesill , V - ,, Hansen Rose Glenda Leven ECKER 7 & ' g T LN lames v o 0 30 Anne L, ,� B _ ^ 1 peskar 92 . G k 7 40368 L'* 0911712 PAL3S 4513 xL1 wA �� ° D CERTIFIED SURVEY MAp R > LOCATED IN PART OF THE NWt /4 OF THE tai SWI /4 OF SECTION ?.S. TUN. R1 8W. TOWN OF WARREN. ST. CROIX COUNTY. W18CONSIN. L INGUND WEST1K Cw CORNCit NT COUNTY PREPARED FOR: — — seMvN 2a. T=N, M8w FRED LENEItTZ " - 4DWINGOt4VEWAY O SET 1' OUTSIDE DAMETER BY is' P.O. BOX 292 -- I LONG IRON PIPE, WEIGHING 1.13 LBS. SOUTH ST. PAUL, r —#W COPIER OF LAT 1 • PER LMIFAR f00T MN :i.7O73 C8h1 VOL. & PAGE 770 - 4 — PROPOSED DRIVEWAY LOCATLON � } SURVWYOR: ) .� � �.. ��� D. (��,31a THOMAS U. HEALY � ° �"-'�` 9 ~- S ec N LAND N 2 JU Sull E"NC, INC. 0 \ HUDSON, L ►W 34014 T� $ \t \ � LOT 1 Q8A ''' O1 � S ' � u rio ` 2.14 ACRES I ( 93 SQ. PT.) IiNC. RNv �► 1 h N � 2.00 ACRES ,055 o -4 (87,120 80. Fr.) EXC. RNv ^� APPROVED ltal µ sT. ox couNri 8i9'3$we ril'f.es7 SEP 1 z g LOT 2 it w w ww omw ia 3 a v �3 ,055 S !R.) INC. RJW � � � I � � •� .. � :'! �' AC1�lt8'°°r°v.ca'"' a` . $ '� � � �..,� t Z f R : ! 2.00 AORR.E .- j j (87,120 80. FT.) EXC. R/W � t r a i l , (^ 8>➢°3>>t twill 617.57' c N00'1 Z'4a"E s f AC ga. aESS trASEMENT 68.w f�1Dan.AV'm (S,Qfi`+���- ,� RDItD IN zo f N 517.a7' 1395 PACE i0a ° \ \ 464.87, 06 0 �~ LOT 3 i 2.14 ACRES (3,056 PC. RT.) INC. R/Vy ii -.f 2:dd A t .. . ° -�-- loop �sGo N W( 87 , 12 0 80. Imo:) R/w " eaa4oarE li !fl THO \� 484.8T F3 �AR ,. NL. SON, Q $ 2.8 (113, 055 so. RT.) INC. R/W 2.00 ACRES (87,120 80. FT.) EXC. R/W � r 90VTHLKOF THE NW1 /4 OF THE SW 1µ / sw aP. SBSi a 17.ar B w 02A OF �� — L �TM ORM WAY Sop SCALE IN FEET 1" - 100' sw so w t -- 8WTION 25, raN, Al SW 10 0 100 DMWN By BRW A GIMSMOt JOS NO WOO-= DATE r UO1•/t U gyp: oat&= ; � /�, o SHEET 1 OP 2 SHUNTS V 01.17 a9.