The URL can be used to link to this page

Home My WebLink About040-1277-10-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 514944 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Troy Development Corporation, C/o Charles C I Troy, Town of 040 - 1277 -10 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: d 0 . 6 �7I • Q 64 e)q A/ I) L 08.28.19.1543 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS RI, FS ELEV. /o 0 0 , Septic Benchmark lovo / / 100-o Dosing Alt. BM Aeration V Bld . Sewer T Holding St/ Inlet C j fiw it St/Ht Outlet TANK SETBACK INFORMATION TANK TO L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic L � /� 7/ D B Dosing L Y6, Head er /M SG 2 Aeration Tj Dist. P' e 5-.3 Z 3 Holding B ot. Se m Final Grade PUMP /SIPHON INFORMATION Manufacturer Gm � I/ �/_ Demand St Cover Yt / 7 GPM Model Number P� Z � I / TDH 1 1-ift, ,0) Friction Loss ( System Head TDH Ft t � Forcemain Length I Dia. fi Dist. to Well 2 N f SOIL ABSORPTION SYSTEM BED /TRENCH Width Length No. Of Trenches 3 PIT DIMEN S No. Of Pits Inside Dia. Liquid Depth DIMENSIONS / U I e1 5 — " "— SETBACK SYSTEM TO P/L 13 WE LAKE /STREAM LEACH Manufacturer: INFORMATION C ER OR f System: / UNIT Model Number: Type DISTRIBUTION SYSTEM J � Hea er /Manif Distribution e / x Hole Spacing Vent to Air Intake Pi 2S 2. I Lengt1 6 tn � � Dia /, Length 3, Dia � ` Spacing 3' x Hole Siz SOIL COVER x Pressure Systems Only xx Mound r At -Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil / / f ❑ No [:] Yes E] No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: / Inspection #2 / Location: 404 Eagle Bluff Drive Hudson, WI 5 O16 (S 1/2 SE 1 4 8 T28N R19W) Eagle Bluff Lot 11 Parcel No: 08.28.1 .1 1.) Alt BM Description Top mQinh STS -ut— . �GLV, f t_� th G t�l 2.) Bldg sewer length = n � 6�� __ - amount of cover = Plan revision Required? Yes F1 No Use other side for additional information. _ SBD -6710 (R.3/97) Date Insepctor's Signature Cert. No. t:ommerce.wi.gov Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 l}� X Madison, WI 53707 -7162 R P41eW#it Nu ber (to be filled in by Co.) �j qjqq Sanitary Permit Application A` lr 0 J .T1 �J{ tion N bee r . dance with s. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate vernmbdihl" i I ( a 6 unit is re ror to obtaining a sanitary permit. Note: Application fortes for state -owned OWTS are 4', r ferentthanmailingaddress) e W WWW to the Department of Commerce. Personal information you provide may be used f secon�a+� u oses in accordance with the Privac Law, s. 15.04 I m , Stats. ZO 1 r 1. Application Information- Please Print All Information (�(; LIG J! Property wner's Name Pa cel # Al O�O Property Own s ailing Address q Property Location C, I T 7'6 6 P N s 7- l o Govt. Lot — �sT 3) City, State Zip Code Phone Number_ y /, Sectio L,, fvr all 5_ r -- -- ircle one) l ` T N; R E ore II. Type of Building (check all that apply) Q (. Lot # ;@LI or2 Family Dwelling- Number ofBedrooms _.. _Subdiy�siQnName .... Q.__/ ❑ Public/Commercial - Describe Use �. ❑ City of ❑ State Owned - Describe Use CSM Number ❑ Village of / y� -� Town of (II. Ty . • (Check only one box on line A. Complete line B if applicable) A. New S stem y ❑Replacement System ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner / IV. Type of POWTS System/Component/Device: Check all that appl ❑ Non - Pressurized In- Ground ❑ Pressurized In- Ground ❑ At -Grade ❑ Mound> 24 in. of suitable soil of suitable soi .O r ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) 19 77 V. Dis ersaVrreatment Area Information: f7?liN Design Flow (gpd) Design Soil Application Rat (gpds Dispersal Area Req.. (so Disperss#1 rea Proposed ( System Elevation ,6 /. Z/ 5bl 75V 1 /'5 3 b/%, 5 U �'. 3 3 VI. Tank Info Capadty in otal # of Man facturer Gallons Gallons Units New Tanks Existing Tanks lJ a U rn ti rA Septic or Holding Tank c�'L�� Dosing Chamber �� S� d ✓2 r VII. Responsibility Statement- I, the undersigned, assume responsibility for Installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signatur MP /MPRS Number Business Phone Number G,Sd C/ 26 K? 7 lum er's Address (Street, City, State, Zip Code) Z 'Z �lc r �- v � UGC S �-�o� �� b ra �< VIII. / Count /De artment Use Onl Approved ❑ Disapproved Fsp ernmit Fee Date sued I ing Age Sig El Owner Given Reason for Denial `* 00 IX,C oltditions- ofApprov9LRfssviAS.kr Disapproval STEM O WNER: 1 Septic tank, effluent filter and dispersal cell must all be serviced / maintain d a ent Ian provided by p NmWer. as per applicable COO��FIGeSaans for the system and submit to the Co�u�n(ty�onl�y on paperess t han n xnclles slz ,� "" � �� SBD -6398 (R. 01/07) Valid thru 01/09 ( ' '�G� G(� p,Q?ti d Plot Plan Page S o, f 8 Property Owner I " =40ft Legal Description -t 11, C E LuT: , (except where noted) s 4—g IkLg S - T2-w- r - r twzTaw4 yp r y Q = Backhoe pit North • p � J ��Row) �cP � `�`'�- -�,,,, � s�t,�!•� 140 ,p b X IV v P ` 1 �a� 3 RO +¢ �, 7.Q6 lu y V) � A ` Q 4 [ E COP* Site .Location: opt £ $ � Lv Safety and Buildings 3824 N CREEKSIDE LA commercemi.gov HOLMEN WI 54636 TDD #: (608) 264 -8777 isco n s i n www.commerce.wi.gov /sb/ Department of Commerce www.wisconsin.gov Jim Doyle, Governor Jack L. Fischer, A.I.A., Secretary July 29, 2008 CUST ID No. 224832 ATTN: POWTS Inspector MARY JO HOLLISTER ZONING OFFICE HOLLISTER'S SOIL TESTING ST CROIX COUNTY SPIA 530 CTH M #17 1101 CARMICHAEL RD RIVER FALLS WI 54022 -4011 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/29/2010 Identification Numbers Transaction ID No. 1574069 SITE: Site ID No. 740609 Troy Development Corporation Please refer to both identification numbers, 404 Eagle Bluff Drive above, in all correspondence with the agency. Town of Troy St Croix County SI /2, SE1 /4, S8, T28N, R19W Lot: 11, Subdivision: Eagle Bluff FOR: Description: Three Bedroom Mound System / New construction / 13% slope Object Type: POWTS Component Manual Regulated Object ID No.: 1193604 Maintenance required; 450 GPD Flow rate; 8 in Soil minimum depth to limiting fxtor 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 /01) The submittal described above has been reviewed for conformance with applicableWisconsin 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 ofSec. 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. • Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the effluent filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • 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 P.Q.W.T.S. Cort did on ally AMPROV""w"k Ld nc1)A0T1aruT nc rnNMFRCE MARY JO HOLLISTER Page 2 7/29/2008 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. • 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). • 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 acceptabb 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 righ 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 componed. 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 Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Gerard M Swim POWTS Plan Reviewer, Integrated Services (608)789 -7892, Mon - Fri, 7:15 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. MOUND AND PRESSURE DISTRIBUTION COMPONENT DES ✓�� ? �. Residential Application INDEX AND TITLE PAGE Project Name: TROY DEVELOPMENT CORPORATION Owner's Name: _same) Owners Address: 11806 Aberdeen St. NE, Suite 290 Blaine, MN 55449 Legal Description: S 1/2 of the SE 1/4, S8, T28N, R19W Township: Troy County: St. Croix Subdivision Name: Eagle Bluff Lot Number. 11 Block Number. NA Parcel I.D. Number. 040- 1277 -10-000 Plan Transaction No.: Page 1 Index and title + �,,•;C P 0 ,�• Page 2 Data entry �. _a ••• Page 3 Mound drawings �•' v ••.� Page 4 Lateral and dose tank • MARY JO Page 5 System maintenance specifications HOLLISTER Page 6 Management and contingency plan 1859 - Page 7 Pump curve and specifications .• RIVER FALLS, = Page 8 Plot Plan ♦ �. WI •� �' • . 4e> F S I G N fGQ ;. ••• Designer. Mary Jo Hollister License Number. 1859 -007 Date: 07/21/08 Phone Number (715) 426 -1775 Signature: Designed Pursuant to the Mound Component Manual for POWI'S Version 2.0 SDB- 10691 -P (N. 01/01), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706 -P (N. 01/01) Version 5.1 (R. 06/06) Page 1 of 8 DIVISION OF SAFETY AWU bUjLWNGS SEE CORRESP DEN E 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 8344 -3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150%) conform of <- 36 inches. 450.00 Design Flow (gpd) 13.00 Site Slope ( %) Contour Line Elevation (ft) 8.00 Depth to Limiting Factor (in) .60 In -situ Soil Application Rate (gpd /fe) Distribution Cell Information 45.001 Dispersal Cell Length Along Contour (ft) = 10.00 Cell Width (ft) 1.001 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) E Center or End Manifold 3.33 Lateral Spacing (ft) If N above, enter the elevation ft 3 Number of Laterals of the highest point_ 0.125 Orifice Diameter (in) 2.50 Estimated Orifice Spacing (ft) = 8.33 tf /orifice p Forcemain Diameter (in) 20.00 Forcemain Length (ft) Does the forcemain drain back? Y Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 3.26 Forcemain Drainback (gal) 1 ,01 5.83 Vertical Lift (ft) 41.59 5x Void Volume (gal) 2 Friction Loss (ft) 44.86 Minimum Dose Volume (gal) 8 ' 0.00 In -line Filter Loss (ft) 22.24 System Demand (gpm) (� 12.56 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x x 1.00 x 1.50 x 1.25 x x 2.00 1.50 x 3.00 2.00 x 3.00 x Gallons/inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1000.001 Septic Tank Capacity (gal) Total Working Liquid - - h (in) Wieser I Manufacturer gal/in (enter result in Dose Tank Information Effluent Filter Information 650.001 Dose Tank Capacity (gal) I Best I Filter M: 17.001 Dose Tank Volume ( gal/in) BTGF10 -8 J Filter M Wieser I Manufacturer Project: TROY DEVELOPMENT CORPORATION Page' Mound Plan and Cross Section Views t 1/10 B :::::::::::::: 3 J Observation Pipe T ::;:c:•::::; W ......... .. B : -. 3 .:.:................ ............................... .... •.•. I :. .... : -... : - : -: -: :- : -: - : -: : - :- .. - - -- ..... ----------------------------- L Mound Component Dimensions A 10.00 ft E 4 in H 1.00 ft K 14.26 ft B 45.00 ft F 9.25 in 1 24.12 ft L 73.53 ft D 28.00 in G 0.50 ft J 7.78 ft W 41.90 ft 450.00 (ft Dispersal Cell Area 1 1535.35 (ft�) Basal Area Availablev 10.00 (gpd/ft) Linear Loading Rate 1 4.50 1 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 100.10 (ft) ► G I H 1 ..... fi r,,,,,,,,,, I'll Dispersal Cell 98.83 (ft) Lateral 98.33 (ft) - -- Invert :: 3 Dispersal Cell .•:�:,:::: E = D 3 evation .. ,, 96.00 (ft) Contour Elevation 13.0 % Site Slope Geotextile Fabric Cover Shading Key m $. - Dispersal Cell See lateral details on 0 = Topsoil Cap c C 1.5 ft ::. Page 4 for number, size, ,,,,,,,,, p m o : 5 :i:•; ; ?:;;;: ::..,, .•.,;.;::r:, : and g ......... Subsoil Ca • ;" .: ,..,_ ,1,:...,.:.;:: `.:..:.:,.... pawn of laterals. ASTM C33 Sand F Laterals are equally Tilled Layer m 0.5 ft Typical Lateral spaced from the Q Aggregate v c 5 distribution cell's I centerline in the A - * distribution cell (0 " Project: TROY DEVELOPMENT CORPORATION Page 3 of 8 i End Connection Lateral Layout Diagram Center the laterals over the A & B dYtonsioei �W— Turn -up udbstl wlvw or dattwdpluy P .l AN laterals are identi" (E X j I Fides & Med on the bottom of the lateral s equafy spsoes Laterals ex Faroe male of PVC Soh 40 s (per CO WM4 Table 84.30 -6) Force main connection via tee or oroa:s to MWOON at aM POWL Number of Laterals 3 Orifice Diameter 0.125 in Lateral Diameter 1.25 in Orifice Spacing (X) 2.56 ft v I( Lateral Length (P) 43.52 7 Orifices per Lateral 18 Lateral Spacing (S) 3.33 t X Orifice Density 8.33 I /orifice Lateral Flow Rate T- 1 gpm Manifold Length Ck. 6 7W J System Flow Rate 22.24 gpm Manifold Diameter 1.25 in Total Dynamic Head 12.56 ft Forcemain Velocity 2.27 ftfsec Dose Tank Information L oc k M cover „ M war Mel and WwV device and sealed 9M Electrical as per NEC 300 and -� ' Comm 16.28 WAC Canned 4 in. min. Tank component is properly vented E-- Alternate outlet location I Forcemain diameter Wieser Manufacturer _ 2 in. Cap2cityl 650.00 Gallons Volume 1 17.00 gaUnch A Weep hole or anti- Dim Inches Gallons B siphon device A 21.60 367.14 B 2.00 34.00 C ! u off elevation (ft) C 2.64 44.86 1 93.00 D 12.00 i 204.00 D Total 38.24 650.00 il hank elevation (ft) 3" Bedding under tank. 92. Alarm Manuafacturer ,Tank Alert Alarm Model Number HV1/101 Pump Manufacturer Gould 1 Pump Model Number PE31 Pump Must Deliver 22.24 gpm at 12.56 ft TDH Project: TROY DEVELOPMENT CORPORATION Page 4 of 8 i Mound System Maintenance and Operation Specifications Service Provider's Name TH-County Sanitation Phone 715 386 -2130 POWTS Regulator's Name St. Croix County Zoning Phone 715 386 -4680 System Plow 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 1 00 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft Maximum FOG 30 mg /L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and /or service once 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 yea rs 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 ....... T .............. Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: TROY DEVELOPMENT CORPORATION Page 5 of 8 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD- 10691 -P (N.01/01), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD 10706 -P (N. 01/01)) and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 84nches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. 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 eve 3 years b inspection. every Yea y spect 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 filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent fitter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pywoure DistriboRn 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 afu/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 arty levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. continoertcv 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. Po If the dosing tank, pump, pump oontmis, alarm or related wiring becomes defective the defective component(s) shah 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 dogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. PreftabnW units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered rt of the overall management meat Ian for this � P system. Project: Page 6 of 8 L(qj PUMPS Su bmersible Effluent Pump PE ffA TUM Pt m — General: ■ COr OOM resistant 1h • ' ' NPT 0 Single phase constrtx>jon. • TTemperah ve:104•F (4Q•C) • 60 Hof ■ Cast iron body. ammum, oartinuous when • 115 and 230 %vft ■ MWmopl WC anpeflerand fafly suWnerged. • 8ta in themual aretload pro- cover. • Solads h il'hrhg•'!i" tedW % tth autorhlA RSet O maximum sphere. • Class B insuWah. heavy duty ball bearing • Automatic models include a • 04-filled design. construction. APPUCATWW float Switch. • High strength carbon AM 0 Motor is Permwwndy buy designed for the • AbM al models avar3abie. shat lOb COd for OWnded following uses: • Pumping range: we PE31 Motor: service life. • Mound SYSIM pe twmance chart or am. • 33 HP, 3000 RPM ■ Powered for cDn&Kww Efflueaftsing Systems PE31 Pump; opwdftm • low Pw wre Pipe Systems • Ma)dmum �y: aat 53 GPM • Shaded pole des* ■ All ratings me withhr the • Basement Orainirg • AAandnw m head: 25` Tai PE41 Motor vroftq limits of the Moto. ■ q dgoornhect power • Heavy Duty SUMP/ K41 Pu • -4014P. 3400 RPM Q, 20` standard power t, Dewatering • Maximum ca 61 GPM • 115 and 230 volts • Maximum head: ZT MH • P5C design hea duty 1 W SIiW with 115 or 230 vok gragtdhtg PES1 PMF PESI Motor. fi • Maximum capacity: 70 GPM • SO HP, 3400 RPM ra ConPlete unit is } ivy d • Maximum head. 37' TDH • 115 and 230 volts pormWe and cunpa METERS FEET • PSC design ■ Medlanical seal is carbon, 40 t:eramic, BONA and stainlez , MO steel. ' OEtS: PE31. Vb01, Af51 i HP. - M% AO .s0 i ■ Stainless steel fasteners. 10 2 GPM AGEKVI - — -;- r 1 Fr ; R. X 25 . Y C * us ` Tweed m tu7nsOa C5A 22.2108 Sbndards �, '—*'*" — '�--t •�— `�._;,_ � !y Cards S�rtd�r� Agoe4afion ` "` . ', 60WIlSiWSPsk009A01AeHCd. 5 _.i - `_. t.: =_ PR�+SE eT r• T1�EVEtDi''�N_ 0 0 0 10 20 ' 30 40 50 60 , 70 GPM 80 0 N 10 15 m-1/h Plot .Flan - Page 8 of 'S Property owner TgV 1 " =40ft. Legal Description -t (except where noted) Sy—'e 01 T>fr-- ivy s� �z f , �o �� , Q = Backhoe pit 'i C' � X i'0tk9ti1� � ,& Ae-K North O i � MAD 100 b ag1 00 FJ-a � 1 cr ar P ` � +�� ra • AO s 7.46 a � � U � a 96 # Sm !N CvFto AID ,° 6D oa Site Location: � r , YUisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 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. Pla m include, but not limited to: vertical and horizontal reference point (BMIgiftecti nd Parcel I.D. 040- 1277 -10 -000 percent slope, scale or dimensions, north arrow, and location and dis Please print all information, e ' by Date Personal information you provide maybe used for secondary u , S. .04 (1) (m)). 7 Z a oi— Property Owner 60 ZLot rty Location TROY DEVELOPMENT CO ORATION - - -- S 1/#, SE 1 S 8 T 28 N R 19 E (or) W Property Owner's Mailing Addr ess 1'11 II 1 Lot Block # Subd. Name or C" 11806 Aberdeen St. NE, juite 24 L 1 -- Eagle Bluff City State Zip Code � Phon%�4 . MWX E ity ❑ Vllage •Town Nearest Road Blaine, MN 55449 763 ZON1►9� Eagle Bluff Drive New Construction Use Residential / Number of bedro oms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material loess, Dolomite Flood Plain elevation if applicable NA _ R General comments Mound System -- 2.34 ft. sand fill -- 0.6 loading rate and recommendations: 2! y I Boring # 11 Boring Q Pit Ground surface elev. 96.01 ft. Depth to limiting factor 12 in Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/If in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -6 10YR2 /1 — sil 3fabk ds cb 3vf-co 0. 0.8 2 6 -10- 10YR3/2 — sil 2fsbk ds ci 2vf-co 0. 0.8 3 10 -12 10YR6/4 — sil 2fsbk ds cb 2vf-co 0.6 0 . 8 4 12 -16 10YR6 /4 — sil/Isbr -- ds -- 2vf-m 0,0 0.0 Horizon 3 has 40% rk. frag• Horizon 4 has >50% rk frig. ❑ 2 Boring # [] Boring 93.61 10 El Pit Ground surface elev. ft. Depth to limiting factor in. Soil Appl ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efl#1 'Eff#2 1 04 10YR2 /1 - sil 3fa&sbk ds cb 3vf-co 0.6 0.8 2 4-10 10YR3 /2 - sil 2fsbk ds ci 2vf-co 0.6 0.8 3 0 -14 10YR6/4 - silAsbr -- ds -- 2vf-m 0.0 0.0 Horizon 2 has 30% rk frag. Horizon 3 has > 50% rk. fiag. ' Effluent #1 = BOR > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) i ature CST Number Mary Jo Hollister Hollistees Soil Testing & Desi k6 224832 Address Date nation Conducted Telephone Number 530 C.T.H. M, #17, River Falls, WI 54022 07-21-08 (715) 426 - 1775 L Property Owner TROY DEVELOPMENT CORP. Parcel ID # 040-1277 -10 -000 Page 2 of 3 Boring 3 Bonng # [ pit Ground surface elev. 97.96 ft Depth to limiting facto] in. Appl ication Rate Horizon Depth Dominant Color Redox Description Texture Stnx:ture Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. I i ' Eff#2 1 0 -5 10YR2/1 — sil 3fgr ds cb 3vf-co 0.6 0.8 2 5 -8 10YR3 /2 -- sil 2fgr ds cb 2vf-co 0.6 0.8 3 8-13 10YR6 /4 -- sil/Isbr -- ds -- 2vf-m 0.0 0.0 Horizon 2 has 35 -40% rk frag. Horizon 3 has > 50% rk. frag. F Boring # Boring pit Ground surface elev. ft. Depth to limiting factor in. ication 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 F Boring Boring # Pit Ground surface elev. ft. Depth to limiting factor in. Sod 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 ' 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. SM- 8330Test (8.07/00) Plot Plan for Site and Soil Evaluation Page 3 of 3 Property Owner TgA'�a`'' 1 " =40 ft. Legal Description L,-t 1`, �+. �.-, (except where noted) SA. OF Tn /�+ r�►�� TQ� yf - rn o �._ Q = Backhoe pit 2 : a'j Act North -VCP OF /LRO►J APE " N O RTH � W y PO Q 3 iv o � 3 � 2 /Ai ry IVS lvRo w1D - 'g ' o0 Site Location: � �T �' T i � x MINE .op. iiiiiii / .; �i� ► ' i � l► r.. , may_••'• -ri i ►�� ►I �jN It ♦ ♦ �'`�►,,±tLi► Gi'�..? y • LA � ►'►I�f•�1`�►•1. 4 •Ii 14 '�I�y i�f�'��,r� ��Qr.1��`w`� Milk 4,q txv liM t i +� ►� 1 ►A�i�ifi�htih♦ -...i � m• Il �� •� �" ♦ref + ��. �♦,�'a�`3�.� .a�� ♦ �`r ♦ , ► INN t %stiff �«� W,�� ON WAVE wmi • �� 1 lo�t ♦ i' I N SO wt gsi . .�.�� 4 1 INV A OVA ,lit RM ,.3,.•.— . �!`i�� fry 'WI 1041, r/ • ♦ .�1 i ♦ � 9/ � �1��4y►.�r...�►�•!iiiG` ♦jam i r �� . ?�i. •:. i ♦ • i �i ♦ �► t I ��r.� ♦ �ari� - r��r►�� I�Q�II.`h,�t,If�,,��, ,,'L, f ' �t�, �� . �� G�T- ' � Q �.± �► �� !� =- 1i ��j1♦ y t��?� • .� r ♦ ♦ �' ♦ �I'� .�.... -�► �•�.. � i�r��I -� Z �+• �, �♦ I t/ I I lli� 1��I� �� ♦ ��y�♦ /flyI�i ��rRfa'�+i .►! A•.1.�►��ji��.,�- �`i• �II�f �'♦� ;a - - 1 /i♦ I � ♦il e �� ♦1't� �A, ��1!%1� I�t � ♦L�� ls� �:..:•►•►� �► PA I,Iy��1i� S M Or Aga— ,��1► !poi Vii, *i'i�� .i ♦..�.�•.• +� �y��1 ♦� ►:, ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address Z 6 Property Address `/ / 1210 � klr( lit (Verification required from Planning & Zoning Department for new nstruction.) City /State A k I w r Parcel Identification Number f `2 $(o / 7 7 7 O LEGAL DESCRIPTION Property Location /a , ' ,Sec. , T $ N R W, Town of TOT Subdivision Y C _ _ , Lot # Certified Survey Map # , Volume , Page # Warranty Deed # `j Z 7 - 7 , Volume Page # �g Spec house yes no Lot lines identifiable yes no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What . you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. 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. I/we certify that all statements on this form are true to the best of my /our.knowledge. I/we am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Regist / er c of Deeds Office. Number ofAbedroo SIGNATURE OF APPLICANT(S) DATE ** *Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * ** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05; f- ��,�. I I NIAI IIAR u W11Ct/N11N It) RN1 1 19921 1650277 I; WARRANTY 01 ?I'.I) KATHLEEN H. WALSH OoCumont Number it ST. CROIX WI I RECEIVED FOR RECORD NORMAN F1iYLifti:l ;�:N AND SII LW,E E 07-05 -2001 3:30 P This Deed, made between M A. FEYEREISEN, HUSBAND 1ST7T5 WARRANTY DEED - -- - -- - — - - - . ..... EXEMPT 11 —_� Grantor, CERT COPY FEE: I. and - - - -- - - - -- - - .. -- -- _ .__ COPY FEE: Troy Development C TRANSFER FEE: 450.00 - -- - - - -- -- - - -- RECORDING FEE: 12.00 PAGES: 2 — Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate In St , Cro3X County, Slate of Wisconsin (the 'Property'): Reteording Area , NOrtheaStI Name and Return Address Quarter of the Southeast Quarter and the ('Southeast Quarter of the Southeast Quarter of Section 8, 1 ywood & Cari, S.C. 'IT28N, R19W, Town of Troy, St. Croix County, Wisconsin, 2 4 Locust St., P.O. Box 125 , Described as follows: Commencing at the Southeast corner fH son, WI 54016 !of said Section 8; thence N 00 ° 49'28" W (Bearings referenced to the East line of said Southeast Quarter of iSection 8, assumed to bear N 00 ° 49'28" W) 656.64' along said East line; thence S 88 ° 37'26" W 222.95' along a 040- 1037 -20 +'Northerly line of the plat of Eagle Bluff to the point 040 - 1037 -50 I!of beginning; thence South 88 ° 37'26" W 577.05' along Parcel Identification Number (PIN) ;! said Northerly line; thence N 24 ° 35'30" E 1056.64'; This homestead property ]thence N 88 ° 37' 26" E 346.48'; thence S 00'49'28" E (is) (is not) 1 1 635.83' along said East line of the Southeast Quarter; thence (;Southwesterly 117.14' along a 267.00' radius curve concave Southeasterly whose chord bears 11S 48 ° 04'05.5" W 116.20'; thence S 35 30' 00" W 121.30'; thence Southwesterly 156.93' along a 367.00' radius curve concave southeasterly whose chord bears S 23 °15'00" W 1 1155.74' to the point of beginning. AALSO h t a hpE //4 f SE 1/4 of Section 8, Township 28 North, Range 19 West, descfi e� i�iCH#RT A atltac�ied hereto. This parcel of land contains 11.498 acres, more or less, being 500,831 square feet, ;;more or less, subject to easements of record. I u Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Property Is good, indefeasible in fee simple and free and clear of encumbrances except I Dated jhis ` day of Ju1V 2001 (SEAL) (SEAL} Norman Feyereisen Shirlee A. Feyere en (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(,) Norman and Shi rlee A. State of Wisconsin, Feyereisen ss. County. 'j authenticated this f �� 2001 Personally came before me this day of the above named I! . Sa el R. Cari TITLE: MEM BAR OF WISCONSIN to (If not, me known to be the person who executed the foregoing authorized by §706.06, Wis. Stats.) instrument and acknowledge the same. i THIS INSTRUMENT WAS DRAFTED BY Heywood & Cari,S.C. Locust • St . , Hudson, W Notary Public. State or Wisconsin My commission is permanent. (If not. state expiration date: (Signatures may be authenticated or acknowledged. Both are not ) necessary.) ' Names of erscim signing in an c must be I p g g y p y typed or printed below their signature STATE BAR OF WISCONSIN Wisconsin Legal Blank Co., tnc. WARRANTY DEED FORM No. I - 1998 Miiwaukae, Wis. WIL .1674PAGE EXHIBIT "A" A PARCEL OF LAND LOCATED IN THE SE 114 OF THE SE 1/4 OF SECTION 8, T28N, R19W, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SE CORNER OF SAID SECTION 8, THENCE N 00 0 49 1 28" W (BEARINGS REFERENCED TO THE EAST LINE OF SAID SE 1/4 OF SECTION 8, ASSUMED TO BEAR N 00 0 49'28" W) 656.64' TO THE POINT OF BEGINNING; THENCE S 88 °37'26" W 222.95' ALONG THE NORTH LINE OF LOT 13 OF THE PLAT OF EAGLE BLUFF; THENCE NORTHEASTERLY 156.93' ALONG A 367.00' RADIUS CURVE CONCAVE SOUTHEASTERLY WHOSE CHORD BEARS N 23 E 155.74*; THENCE N 35 °30' 00" E 121.30': THENCE NORTHEASTERLY 117.14' ALONG A 267.00' RADIUS CURVE CONCAVE SOUTHEASTERLY WHOSE CHORD BEARS N 48 0 04'05.5" E 116.20'; THENCE S 00 °49'28" E 314.17' ALONG SAID EAST LINE OF THE SE 1/4 TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 1.004 ACRES,'MORE OR LESS, BEING 43,723 SQUARE FEET, MORE OR LESS. SUBJECT TO EASEMENTS OF RECORD. 99 -2417 3'�} is�x ��"#'S`X'��', �+t* `�'tt'�' w�;±',�'g�r l�'� mH}'�.��'��i �F'�4"F'�^" tR�'�''.'•?"" ,r,' Ohl i T; i�" rNryc';' Y�,�ii" ',.'.. ��. F, { f Parcel #: 040- 1277 -10 -000 08/01/2008 10:26 AM PAGE 1 OF 1 Alt, Parcel #: 08.28.19.1543 040 - TOWN OF TROY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - TROY DEVELOPMENT CORP TROY DEVELOPMENT CORP 11806 ABERDEEN ST NE STE 290 BLAINE MN 55449 - - = Prima ry Districts: SC - School SP - Special Property Address es : P p Y ( ) Type Dist # Description " 404 EAGLE BLUFF DR SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 2.042 Plat: 08- 037 -EAGLE BLUFF LOTS 1/43 040 -01 SEC 08 T28N R19W S1 /2 SE1 /4 LOT 11 EAGLE Block/Condo Bldg: LOT 11 BLUFF Tract(s): (Sec- Twn -Rng 401/4 1601/4) 08- 28N -19W SE Notes: Parcel History: Date Doc # Vol /Page Type 2008 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 11/08/2002 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.042 199,900 0 199,900 NO Totals for 2008: General Property 2.042 199,900 0 199,900 Woodland 0.000 0 0 Totals for 2007: General Property 2.042 199,900 0 199,900 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ,lei 2 9 9 5 P 2 9 7 EXHIBIT A (Legal Description) Legal Description for Eagle Bluff Lots 1 & 3: Part of the NE 1 /4 of the SE 1/ and the SE '/< of the SE %+ of Section 8, Township 28 North, Range 19 West, Town of Troy, St. Croix County, Wisconsin described as follows: Lots 1 & 3 of Certified Survey Map filed July 5, 2001 in Vol. 15, Page 4124, Doc. No. 650278. Subject to Declarations of Covenants, Conditions and Restrictions for Eagle Bluff, recorded in Vol. 1589, Page 516, as Doc. No. 638946, as appearing in the office of the Register of Deeds for St. Croix County, Wisconsin and such other easements, restrictions and reservations of record, or in use. Legal Description for Eagle Bluff Lots 7,11 and 43: Lots 7, 11, and 43 of the Plat of Eagle Bluff in the Town of Troy, St. Croix County, Wisconsin. Subject to Declarations of Covenants, Conditions and Restrictions for Eagle Bluff, recorded in Vol. 1589, Page 516, as Doc. No. 638946, as appearing in the office of the Register of Deeds for St. Croix County, Wisconsin and such other easements, restrictions and reservations of record, or in use. vYfsmnstrt ,C+epanrnwat SOIL EVALUATION REPORT Pmp 1 of Othsm of Safety and euddings i naaoaroancevAM Comm 8&Wis. Adfff. Code COLIEW ST. CROIX AttmW cafnplete sd@ pmt On paper not lead than 8 112 x 11 inches to sae. Plan must include. but not Win tx verdral and hcfmcfttal reference poet (9M). direction and Parcel L0. -7 -7 16 percent slope, scale or dimefafons. north arrow, and location and distance to nearest road. ( G q P � I print all imtwrnadOff. peupAfor Efa0g10rt� (r�I Propsrry0wnar S OK ` �'�z RRhh�rr�� CONTINENTAL D C RiaORATIC9L� v �A - u� -- v4 S 16 r28 N R19 §r(61 Pfoparty Owftets Address t I / Lot # # Strt>d Name a CSMfR 11800 AB EEN ST. NE ST ' -10 0 0 �� I - EAGLE BLUFF GN Stale Coo* Pfto�e lArijbisi, COUNT a Village Tow N eareatRoad BLAINE MN 55449 (76�.7SFf E `g 0Y I' EAGLE BLUFF DR. New construction U § G Ren Umtial / Number of r,1 deftved design flow raps 600 GPO ❑ Replacement Q Patric or commefc�el - Oesatbac Parent material Loess. Dn 1 nm i to flood Plam elevation it applicable N .A. It General carttffbffts and remmmertOatwns: U O 7 CA SED 7N �!J / 1 70 Big # Q sawn QQ Pit Ground surfaos ewv. L039. 7 ft. OaM t limiting factor 5 7 in. Sad A Rats Hmm osW owwm tt color Red= 0eactpoort Texture sbuc ure Car" MMM Boundary Rods GPO/fP in. Munsell Qu. SZ Cont. Color Gr. SZ Sh. ' iwil ' A 0 -5 10YR 3/2 -- sil 2fgr I mvfr gw 3vf -m 0.5 0.8 B1 5 - 10YR 3/4 -- sil 2mabk gs cw 2vf - m 0.5 0•.8 B2 28 - 57 7.5YR - - ail lcsbk dsh cw Ivf 0.2 0.3 R 57 -60 1 lOYR 8/6 -- lmst - - -- -- -' 7 1 7, Bcmg # r Q Bannq l� Pit Ground surface elev. 1039 . 3 ft. Depth to ikintng factor 36 in. Sod Aciol ication Rate Ha=n Depth l oomnwtCow Redox Oesmotic n Texture Strumture I Conststenm Boundary Roots GPD/fil in. MunseN Du. SL Cont. Color Ge. Sz Sh. - Ei1l111 T711112 A 0 -4 110YR 3/2 -- sil 2fgr mvfr -- 2vf -m 0.5 0.8 B1 4 -25 1 10YR 4/6 Isil 2mabk Ids -- 2vf -m 0.5 0.8 B2 25 -36 10YR 4/4 -- s sbk ds -- 2vf -m 0.4 0.6 R 36 -40 10RY 8/6 -- lmst -- -- -- lvf -- -- EIDuent 91 = 800, > 30 < 220 mgtL ancf TSS >30 < 150 mg/L ' Effluent #2 = 800 < 30 mg1L and TSS < 30 mryL CST Name (Please Pnn) Slgna me - -- CST Number JAMES D. FILKINS l/ O a 222952 Address OGDEN ENGINEERING COMPANY Date Evaluation Conducted relepttone Number 11 -22 -99 113 WEST WALNUT ST., RIVER FALLS, WI 54022 3 -7 -00 3 -8 -00 715 -425 -7631 1 Property Owner CHARLES S. CO OK Parcel 10 # page 2 of 3 P 2 9 g ❑ Boring onng # r� Pit Ground surface elev. 1038.4 ft. Depth to limiting factor 27 in. t_3 Sod Application Rate Hortzori Depth Dominant Color Reddx Desciption Texture I Structure I Consistence Boundary Rom PD/ff in. MunseM Qu. 3z. Com Color Gr. Sz. Sh. 'SM I 'Effitt2 A 0 -5 10YR 3/2 -- sil 12fgr avfr aw 3vf —m 0.5 0.8 B1 5 -22 10YR 4/6 sil 12mq Me w 3vf — 0.5 0.8 B2 22 -27 10YR 4/6 -- sl 1csbk ds cw 2f —m 0.4 0.6 R 27 -30 10YR 8/6 -- lmst -- -- -- lvf -- -- Big # Bonrg Ground surfaceelev. 104 4.4 ft. Depth to Iiriftng factor 45 in. Pit ❑ S Application iption Ra Horizon Depth Dominant Co Reddx Description Texture Structure Consistence Boundary Roots GPD/W .n. Munseil Qu. Oz. Cont. Color Gr. Sz. Sh. I 'Q —Holt I 'Elflr22 A 0 -7 10YR 3/2 -- sil 2fgr lnvfr cw 3vf —m 0.5 0.8 B1 7 -25 10YR 4/3 -- sil 12msbk fr gw 3f — co 0. B2 25 -45 10YR 4/6 -- is lcabk invfr cw 2f —m 0 R 45 -50 10YR 816 — 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/W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Off#1 'Eff#2 ' Effluent #1 = BOO, > 30 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = B00 30 mglL 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 - 2648777. S 130.330 f R.07 /001 ' PAGE 3OF3 SITE PLAN \ \ P31 , °30. 36 1047 ` Zy/ B —P5 \ , � I}�P,Qa Xiryl�4TE � \� ou jysr� \ \ — 30 NOTE: Bench marks are ground elevation at base of 4' wooden lath near each boring location. ` OGDEN ENGINEERING CO. JAWS D. FILKINS. 222952 Civil Engineers & Land Surveyors DATE: 7 715) 425 -7631 Gl �� 113 v; . Walnu s. WI 54022 Parcel #: 040 - 1277 -10 -000 oaios /loos 11:23 AM PAGE 1 OF 1 Alt. Parcel #: 08.28.19.1543 040 - TOWN OF TROY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - TROY DEVELOPMENT CORP TROY DEVELOPMENT CORP 11806 ABERDEEN ST NE STE 290 BLAINE MN 55449 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description ` 404 EAGLE BLUFF DR SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 2.042 Plat: 08- 037 -EAGLE BLUFF LOTS 1/43 040 -01 SEC 08 T28N R19W S1/2 SE1 /4 LOT 11 EAGLE Block/Condo Bldg: LOT 11 BLUFF Tract(s): (Sec- Twn -Rng 401/4 1601/4) 08- 28N -19W SE Notes: Parcel History: Date Doc # Vol /Page Type 2008 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 11/08/2002 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.042 199,900 0 199,900 NO Totals for 2008: General Property 2.042 199,900 0 199,900 Woodland 0.000 0 0 Totals for 2007: General Property 2.042 199,900 0 199,900 Woodland 0.000 0 0 Lotte Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel #: 040 - 1273 -00 -000 04/09/2008 10:48 AM PAGE 4 OF 1 Alt. Parcel #: 17.28.19.1517 040 - TOWN OF TROY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner ): O = Current Owner, C = Current Co -Owner O - Y FARM INVESTORS LLC DAY FARM INVESTORS LLC 332 MINNESOTA ST E 1404 ST PAUL MN 55101 Districts: SC = Sch I SP = Special Property Address(es): ' = Primary Type Dist # Description ' 420 LOST ROCK LN SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 1.790 Plat: 08- 028 -TROY WOOD 040 -01 SEC 17 T28N R19W SW SW LOT 41 TROY OOD Block/Condo Bldg: LOT 41 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 28N -19W Notes: Parcel History: Date Doc # Vol /Page Type 12/26/2001 666346 1799/595 QC 2008 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07123/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.790 89,000 0 89,000 NO Totals for 2008: General Property 1.790 89,000 0 89,000 Woodland 0.000 0 0 Totals for 2007: General Property 1.790 89,000 0 89,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00