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o d f c o m m m v K c G' � CD :_ � O fn Z7 m OD N C `� IV Pr e • W 3 N CO (Al N a p e N N j 1 N@ 7 N C j N ^t a °1 0 m cc n c 0 - 4 3 7 7 y W I A r. ors Z D d W !. M 0 D N a cs a m r•{ O C 0 r cn M c O O O 2 �y�• C7 c N N N O I cr O O C o N ( T a) l�V` a Z D D o N v O m a a • co •-a N CD n S I Ca N 7 Z m O N $ Z m n d A Z O d N O N O _ M N W 0 m 00 ', z p a C z C C � y z C G O A TD D CL 3 v m n a • G � •G O O . 77 N c O 3 3 N O O Q O o y ID O a0 5 � � a p O O (D 6 N a w o ° N 00 U) 0o a c � d o o I � v ti O CD b < v� o p " o * a Visconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix aafety and Building Division INSPECTION REPORT Sanitary Permit No: 488082 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Peesonal 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: �p e amstructure Inc. Troy, Town of ovyq CST BM Eiev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: 6 YA t GSA 11.28.19. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. %- 16B.q ✓ad Septic 1 � Benchmark g.93 ldg.y3 /� Dosing AIt. BM V ,aDaoc' A- eta .BZ laq. Z Bldg. ewer olding t /Ht Inlet - 7 9� ' Y 'T AP If TANK SETBACK INFORMATION S t /Ht O ut l et 8 • t, 104, TANK TO P/L WELL BLu(3. V ent o Air nae ROAD Dt In 8.37 M 6-6 3 ep is 4,, Z b 1 719 , Z4 ' "1441 B ottom 11-71 R - osmg � Header/Man. - 7 Z6 1.6 3co' z4 �' S. 64 163, 3G A eration D Pipe 5.04 /a3 -A. o ing Bot. bystem Cj,, ✓d Z . 7(p PUMP /SIPHON INFORMATION F inal Grade �•a'� JO - 3( anu ac urer GPMan over A 10A 54-e,. r. j rF �'!r o e um er c .(2Y' Z / G � 7• S /rit � e i nc ion LOSS system H ea ( o.7 ce.S 1 3 , 73 t� orce am lLen in u ia - . Z � r y 79 SOIL ABSORF N SYSTEM CCU DIMENSIONS �. INFORMATION CHAMBER OR �` Q UNIT �,, j 21 30 7 O �' � e2C lJlbLllUUL1 11 I It: spauhly Length • b7 Dia Z , Pipe Length S g•AtZ Dia , L Spacing 3.33 ti '' Z x Pressure Systems Only xx Mound Or At - Grade Systems Only R h Depth of P1 Bed/Trench Center / All Bed/Trench Edges To soil - C 1p g \ p XY es J No es No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 5 / Z.5 / b Inspection #2: Location: ## Clar Abb Circ 1.) Alt BM Descriptie n le Hudson, 54016 (SE 1/4 W 1/4 11 T28N R19 Hi of Troy Lo �� Parcel No: 11.28.19. , t t � a wank. o�" #31 d bec4ld c�1 l�s• -Gl G f o = c " (+<:G� LJ �G 2. 9 sewer Bld e 1 s Cavese.� � - amount of cover = -�j W 1-14, N j o:.w Z loa-t +` A r, :0 r. b , Ism l- - - -- Plan revision Required? i ] Yes XN �, Use other side for additional information. 1 —�- Bate -i SBD -6710 (R.3/97) I Safety and Buildings Division County M 201 W. Washington Ave., P.O. Box 7162 _ Madison, WI 53707 - 7162 Sanitary Pe1�3it N!!���?JPP�ber (to led in by Co.) T. YCMO B ent o Comm ce (608) 266 -3151 �L V nitary ermit Application State Plan I.D. Number � n lord wi Comm 83.2 1, Wis. Adm. Code, personal information you provide 1 2 3 - 7 L0 C;OUN may used for secondary purposes Privacy Law, s15.04(lxm) Project Address (if different mailing address) pplication Inf n - Please Print All Information �--- b Pro Owner's Name r �m Parcel # # t # Block Property Owner's Mailing Address /_ � Property 2on n City, , Section / ,State Z' , L��a� tY Zi Code Phone Number ! 0/2'�0�'���J c eone) T Ror W II. Type of Building (check all that apply) C _ O ;/1 or 2 Family Dwelling - Number of Bedrooms Subdivision Name _C$M1hl;Abef— ❑ Public /Commercial - Describe Use ❑ State Owned - Describe Use S /L ❑City ❑Village E�fownship of III. Type of Permit: (Check only one box o line A. Complete line B if applicable) A. New ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New �st Previous Permit Number and Date Issued Before Expiration Plumber Owner IV, Type of POWTS System: Check all that a ' ❑ Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil VMound < 24 in. of sui table soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In -Ground ❑ Holding Tank ❑ Peat Filter , ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gr I - less Pipe Other (explain) V. Dis ersaVrreatment Area Information: Design Flow (gpd) I Desigy So il Application Rate(gpdsf) Dispersal Area ired (sf) Dispersal Area Pro ed (sf) System Elevation le 1) 5' ./ .0 �1 �� /VDU 7 /SS/ U VI. Tank Info apacity in Total Number Manufacturer Piefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statement- I, the undersigned, ass me responsibility for installation of the POWTS shown on the attached plans. Plumbe s 154ne (Print) - / Plumber' Si e �;7 MP/MPRS Number Business Phone Number ✓ - ./ , _ Pl tier's Address (Street, City, State, Zip Co8e VIII. n /De artment Use Onl Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date L I / ssu 1 /lssuing A t Signat o ps) er Given Reason for Denial ) �� r a �T .0 ditions of Approva ons for Disapproval SY TEM 1 eptic tank, effluent filter and dispersal cell must all be serviced / maintained as per management plan provided by plumber. �QGG�P� f I l i� gr' �Q gale _ 2. All setback requirements must be maintained (J ri s per applicable code /ordinances. 3. 1 S Attach complete plans ( County only),for the system on paper not less VW x 11 inches in sire SBD -6398 (R. 01/03) 1 � 0 t R� I � i i �S h� \i r cp C4�, L-s, � � ti Safety and Buildings 10541 N RANCH ROAD commerce.wi.gov HAYWARD WI 54843 TDD #: (608) 264 -8777 M s c o n s i n www.w www•commer isco sin.go / Department of Commerce isconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary February 07, 2006 CUST ID No. 224263 4TTN.- POWTS Inspector KIM A O CONNELL ZONING OFFICE K.O. CONSTRUCTION ST CROIX COUNTY SPIA 504 3RD AVE 1101 CARMICHAEL RD OSCEOLA WI 54020 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 02/07/2008 Identification Numbers Transaction ID No. 1237990 SITE• Site ID No. 709427 Dreamstructure Inc Please refer to both identification numbers, Prominence Ct above, in all correspondence with the agency. Town of Troy St Croix County SETA, NWIA, S11, T28N, R19W FOR: Description: New mound, 4 bedroom residence Object Type: POWTS Component Manual Regulated Object ID No.: 1061475 Maintenance required; 600 GPD Flow rate; 16 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 101); SSWMP Publication 9.6 (01/81) 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: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the P.c o design manuals noted above. Con(L" I • In the event this soil absorption system or any of its component parts malfunctions so as to create a health PP-F' hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, T1JI_ N the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of DEP OF SAF the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. Key Item(s) 8EE C011R • The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle size. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the effluent filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. r , KIM A O CONNELL Page 2 2!7!2006 • Materials shall conform to the requirements of COMM 84. • Maintain well and waterline set backs per COMM 83.43(8)(i). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee s vie opy of this letter to the owner and any others who are responsible for the installation, opee ce of e POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Patricia L Shan POWTS Plan Rd Services WiSMART code: 7633 (715) 634 -7810 150 , M -f 7:45 am - 4:30 pm pshandorf @co cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 l _ MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: DREAMSTRUCTURE INC Owner's Name: JASON JOHNSON Owner's Address: P 0 BOX 105 HUDSON WI 54016 Legal Description: SE-- NW-- SEC11-- T28N - -R19W Township: TROY County: ST. CROIX Subdivision Name: HILLS OF TROY Lot Number: 4 Block Number: Parcel I.D. Number: Plan Transaction No.: Pagel Index and title I T . Page 2 Data entry �1Q tly Page 3 Mound drawings Page 4 Lateral and dose tank cE Page 5 System maintenance specifications ANA B koN Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Plot Plan D GE _ Designer: KIM A OCONNELL License Number: 224263 Date: 02/04/06 Phone Number: 715 - 755 -3145 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) Version 4.01 (R. 09/04) Page 1 of 8 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) 9.00 Site Slope ( %) 101.43 Contour Line Elevation (ft) 16.00 Depth to Limiting Factor (in) 0.60 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 60.001 Dispersal Cell Length Along Contour (ft) = 10.00 Cell Width (ft) 1.001r Dispersal Cell Design Loading Rate (gpd/ft 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) 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) (e.g. 0.25) 2.50 Estimated Orifice Spacing (ft) = 8.33 ft /orifice 2.00 Forcemain Diameter (in) 40.00 Forcemain Length (ft) Does the forcemain drain back? Y 95.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 6.52 Forcemain Drainback (gal) 7.60 Vertical Lift (ft) 80.40 5x Void Volume (gal) 0.76 Friction Loss (ft) 86.93 Minimum Dose Volume (gal) 14.86 Total Dynamic Head (ft) 29.66 System Demand (gpm) Lateral D iameter Selection Manifold Diameter Selection in, dia. options choice in. dia. o tions choice 0.75 1.25 x 1.00 1.50 x 1.25 x 2.00 x X 1.50 x X 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information 1260.00 Total Tank Capacity (gal) 1260.00 Septic Tank Capacity (gal) 58.00 Total Working Liquid Depth (in) WEEKS IManufacturer 21.72 gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information / 800.00 Dose Tank Capacity (gal) PLOY -LOK Filter Manufacturer v 21.761 Dose Tank Volume (gal /in) PL- -525 Filter Model Number WEEKS IManufacturer Project: DREAMSTRUCTURE 1NC Page 2 of 8 4 Mound Plan View 1/10 B � J Observation Pipe 1 FK :: l i t =t A w I _ ...............:... B .. ......................:.....:_: :. 3 . .............. ... ..... L � Mound Component Dimensions A 10.00 ft E 30.80 in H 1.00 ft K 11.73 ft B 60.00 ft F 9.50 in I 15.86 ft L 83.45 ft D 20.00 in G 0.50 ft J 6.99 ft W 32.84 ft 600.00 (ft Dispersal Cell Area 1551.37 (ft Basal Area Available 10.00 (gpd/ft) Linear Loading Rate 6.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 104.89 (ft) ► G } H j 2 I F Dispersal Cell / 103.60 (ft) L ateral 103.10 (ft) --► -- Invert 3 Dispersal Cell ;....�...........•... ......... ............... t E D 3 Elevation �:.:.: •:.:.: •:.:.::.:.. t,t 101.43 (ft) Contour Elevation 9.0 % Site Slope Geotextile Fabric Cover Shading Key m �'- Dispersal Cell See lateral details on 10 Topsoil Cap fl- 1.5 ft � Page 4 for number, size, Subsoil Cap c � and spacing of laterals. ASTM C33 Sand ` `0 Laterals are equally :o Z f F 0.5 ft Typical Lateral spaced from the 0 Tilled Layer c , a: distribution cell R E=Aggregate � o � centerline in the A distribution cell (AxB). Project: DREAMSTRUCTURE INC Page 3 of 8 End Connection Lateral Layout Diagram Center the laterals over the A & ® dimension •+ Turn -up wlball valve or olsanoutplug E - P All laterals are identical IF X Holes drilled on the bottom of the lateral $ equally spaced Laterals & force main of PVC Sch 40 3 (per COMM Table 84.30 -5) Force main oonnection via tee or cross to manifold at any point. Number of Laterals 3 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.54 ft Lateral Length (P) 58.42 ft Orifices per Lateral 24 Lateral Spacing (S) 3.33 ft Orifice Density 8.33 ft /orifice Lateral Flow Rate 9.89 gpm Manifold Length 6.67 ft System Flow Rate 29.66 gpm Manifold Diameter 2.00 in Total Dynamic Head 14.86 ft Forcemain Velocity 3.03 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Disconnect Electrical as per NEC 300 and —► Comm 16.28 WAC 4 in. min. Tank component is properly vented E— Alternate outlet location Forcemain diameter WEEKS Manufacturer 2 in. Ca acit 800.00 Gallons Volume 21.76 gal /inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 18.77 408.43 B 2.00 43.52 C P ♦ ump off e levation (ft C 3.99 86.93 _t 96.00 D 12.001 261.12 D Total 36.76 800.00 Dose tank elevation (ft) 3" Bedding under tank. 1 95.00 Alarm Manuafacturer ISEPTRONE INC _ Alarm Model Number IT Pump Manufacturer STA-RITE Pump Model Number EC2 Pump Must Deliver 29.66 gpm at 14.86 ft TDH Project: DREAMSTRUCTURE INC Page 4 of 8 Mound System Maintenance and Operation Specifications Service Provider's Name I KIM A OCONNELL I Phone 715- 755 -3145 POWTS Regulator's Name ST. CROIX COUNT Z ONING Phone 715- 386 -4680 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 1260 gal Maximum TSS 150 mg /L Soil Absorption Component Size 600 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 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 Tum -up Detail Finished �...... • •, ,�,,,,,,.,,,. 969004 Grade 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: DREAMSTRUCTURE INC Page 5 of 8 i 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.01101) and SSWMP Publication 9.6 (01181)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The fitter 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 fitter is equipped with an alarm, the fitter shall be serviced if the alarm is activated continuously. Intermittent fitter 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 verity proper operation. If an effluent fitter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October- February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg1L BOD5, 30 mg/L TSS, 10 mg/L FOG, and 10 cfu1100 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. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: DREAMSTRUCTURE INC Page 6 of 8 NEW COMPOSITE CURVE STA -RITE` a lto � � e ■ m CAPACITY LITRES PER MINUTE i 0 50 100 150 200 250 300 350 400 460 500 550 f 90 F yn .� A 80 24 22 70 100 N , 20 yp W 18 F Lu 5o L6 14 a uj a FC6 a 40 s0 12 s- � ,°- `Z ` c� 10 A y 30 8 OVA 8 20 4 10 / /10 2 0 0 25 50 75 100 125 150 j CAPACITY GALLONS PER MINUTE M t IN t u y VY o } 14 '� y Izi LA ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address d Property Address Z" �� (Verification required from Planning & Z46ing Department for new construction.) City /State fiGc.(l,llY1 Parcel Identification Number c{.tin LEGAL DESCRIPTION Property Location � ' /d , _ Y4 , Sec. T,2g N R_2�_W, Town of D c/ Subdivision A&c& d i - 7106 Lot # - Certified Survey Ma , Volume , Page # C Warranty Deed # nol , Volume , Page # P&I 0 93 S yes Spec house no Lot lines identifiable yes no i v 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. Uwe certify that tements on this form are true to the best of my /our knowledge. I/we am/are the owner(s) of the property described ab e, virtue of a warranty deed recorded in Register of Deeds Office. I Number of b r ms aintion A OF LICANT(S) DATE * * *An 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) y 13- 8 1 9 1 0 1 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO. , WI Document Number Document Tile RECEIVED FOR RECORD St. Croix County 02/23/2006 08 :30AM AFFIDAVIT Occupancy Affidavit EXEMPT # REG FEE: 13.00 TRANS FEE: Dreamstructure, Inc. COPY FEE: Name - Owner Typed or p rinted CC FEE being duly sworn , states, under oath, that: PAGES: 2 1. He/she is the owner /part owner of the following parcel of land located in St. Croix County, Wisconsin, recorded in Volume Page Document Number 9/"7 93 St. Croix County Register of Deeds Office: Record Area A parcel of land located in the % of the % of Section N and Retum Address T ,g8 N — R W, Town of 7 St Croix 77 —V'r' CX "e /n-c e /o j County, Wisconsin, being duly described as follows (include lot no. and a15 w o! subdivisiodCSM or detailed legal de n): /, /- Z/ �/ off' oic % ro� _ 04 17 _ ,So 10 o `o 7i -o y Identification Number (PIN) As owner of the above described property, I acknowledge that the septic system serving this residence is sized for a bedroom home, or a design flow of &W gpd. The design flow is calculated by aksuming 150 gpd for 2 individuals per bedroom. There are currently Q occupants living in this residence: occupants are permitted based on the design flow. Therefore the septic system serving this residence is code compliant. However, I understand that If there are intentions to exceed the number of permitted occupants, the system will need to be modified to accomodate any increased wastewater flows and/or contaminant loads. I also acknowledge that 1 will make this information available to any future parties interested in purchasing this property. pat day of vcc J � 1" ;;5L AUTHENTICAnoN ACKNOWLEDGMENT Signatures) STATE OF WISCONSIN audwAcated this day of St. Wx County. () ,' 4 " Personally came before me thi 23x'd . day o1 i'�tir 2006 the above named ,• ason m1cliael J ohng6 j u - TITLE: MEMBER STATE BAR OF WISCONSIN o f to me known to be the person(s) wfa e0c uted no o udiorized by § 706.06. Wis. Slats.) instrument and admoMedge the same.: THIS INSTRUMENT WAS DRAFTED BY /f}S ' J �V' se Geri Campbell, Deput •. "••..•••' • . t2'v Notary Public, State of Wisooft (Signatures may be authenticated or acknowledged. Both are not IN Commisslo is pe nanent. It not, state expiration date. necessary.) Date: "MIS PA03E IS PART OF THIS LEQ%L DOCUMENT — DO NOT REMOVE" This infoorrtr 0m must be aomlpteted by subnWer: domont aM & mfin aftess. and BW (if Aws*90. OBa kdomwlion such as lure pw*V douses. kwal descrOlon ela may be placed on tills lust papa *(the docamslrt ar may be placed on add VoWpapas of the document dft Um of&* cover pays adds are page to your document and Slop to the reeonahro— Wboonsirr Sfaftfdd, 59.517. 819101 1 of 2 \ STATE BAR OF WISCONSIN FORM 2 - 1888 8 1 9 4i 9 3 WARRANTY DEED KATHLEEN H. NALSH REGISTER OF DEEDS Doar,nent Number S CROIX CO. NI RECEIVED FOR RECORD This Deed, made between Troy DM' Opnent Corporation 02/22/2006 01s15PM WARRANTY DEED Grantor, EXEWT t and trllcture, Inc. _ REC FEE: 11.00 TRANS FEE: 509.7e COPY FEE: Grantee. CC FEE: Grantor, for a valuable consideration. conveys and warrants to Grantee the following PAGES: 1 described real estate in St. CYO x County, State or Wisconsin: r:. c•.•nng A ua Lot 4 of the Plat of Hills of Troy, Town of T ray, St, Croix a and Return Addrese County Gffsconsin. 4 c Subject to Terns and Conditions of Declarations of Covenants and Hurd. WI 16 Restrictions for Hills of Tray, recorded .January 17, 2006, as Doc. No. 816569. and Terms and Conditions of Landscaping Easamt, recorded .January 17, 2006. as Doc. W. 816571, all as appearing _ - in the office of the Register of Deeds far St. Croix Cunny, p of 040-1047- 50-000 Wisconsin, and such other easements, restrictions and reservations of record, or in use, and the "Bt,W abl i gations contained in the Parcel rdentiticatbn Ntrrtrbar P" Purr ase Agreenent for this lot. This i s not homestead property. (Is) (is not) '! , Exceptions to warranties: Dated this 20th day of February !l I� (SAL} (SEAL) ; Richard Hal / Vice- President ri Troy Development Corporation (SEAL) (SEAL) .1 AUTHENTICATION ACKNOWLEDGMENT j :r Signature(a) Minnesota State of VO@i680000(. 1 +` Anoka Coun J >> authenticated this day of Personally came before me this day of i ebry 2 the above named Richard Haltiptzok woe- President rOy Dave opmerit Cajxmtion TITLE: MEMBER STATE BAR OF WISCONSIN to (If not me known to be the Person who executed the foregoing authorized by §706.06. Wis. stets.) tnsumment and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY r - i. Troy Development Corporation David Lamers Notary Public. State or Vftouwttb Anoka County, MiinneSatti :r Charles S. Cook. President My commission L (if rw state axPfrauon date: i! (Signatu,es may be authenticated or ackrwwledged. Both are not �VR`l 1_ necessary) • N - r p.awrs ,Ipitns rn +^Y c.gear mu,e be typed « prlrw0 brow wv ,Ian,ten. bAViO F- g STATE SAD OF W ISCO tMARV [ tC' , t.apr snxr co.. aw; n A1 ' bRED FORM No. 2 - 11199 w� ar -14—i 61M. bMw.urw. rna 819101 2 of 2 VA Pl .1 R _CE 1 5 2006 Wisconsin Department of Commerce SOIL EVALUATION RE ORVEB P e I of 4 Division of Safety and Buildings OGNN in accordance with Comm 85, Wis. Adm. Code ZGNING OFFI IX 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 I.D. (PE percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. 7rx Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). �FJ 06 Property Owner Property Location ❑ ❑ TROY DEVELOPMENT CORPORATION Govt. Lot - - -- SE 1/4 NW 1/4 S 11 T 28 N R 19 E(or)W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 11806 Aberdeen Street, Suite 290 4 - -- Hills of Troy City State Zip Code Phone Number []C []Mllage Town Nearest Road Blaine, MN 1 55449 763 757-7568 1 1 Coulee Trail Q New Construction Use(D Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material loess over till Flood Plain elevation if applicable NA ft. General comments Mound System -- 1.84 ft. sand fill -- 0.6 loading rate and recommendations: Ifpre-treatment - .84 ft. mound sand -- 0.8 loading rate) A❑ Boring # ❑ Boring 6, t 1 kV JkWM I4 Pit Ground surface elev. A ft. Depth E) to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -5 10YR3/2 - sil 2f -mabk mvfr as lvf -m 0.6 0.8 2 5 -14 10YR3 /4 - sil 2fabk mfr cs lvf 0.6 0.8 3 14 -17 5YR5/4 - c 3fgr mefi cb lvf-f 0.2 0.3 4 17 -22 -- tiil/lsbr -- -- -- Horizons 1,2 & 3 have some gr. F BI Boring # 11 Boring NA 21 El Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -9 10YR3 /2 — sil 2fgr &abk mvfr as 2vf -co 0.6 0.8 2 9 -21 10YR3 /4 - sicl 3fabk mfr as lvf-m 0.4 0.6 3 21-24 10YR4 /4 fld 10YR4 /6 c 2fgr mefi cs __ 0.2 0.3 4 24 -27 __ - till/lsbr Horizon 2 has some gr. * Effluent #1 = BOD > 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) S* nat7e /� CST Number M Jo Hollister r UiL 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 05-05 &10-14-05&01-27 (715) 426 - 1775 Property Owner Troy Development Corp. Parcel ID # (P endin g) g) Page of 4 Cl Boring # Boring NA 30 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/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 1 0 -9 10YR3 /2 -- sil 3fgr &abk mvfr as 2vf-m 0.6 0.8 2 9 -18 10YR3/4 -- sil 3fabk mfr as lvf-m 0.6 0.8 3 18-21 IOYR3 /4 -- sil 2fabk mfr as lvf-m 0.6 0.8 4 21 -30 10YR3 /6 -- A Om mfr cs lvf -m 0.2 0.6 5 30 -38 -- -- lsbr /vfs -- -- -- Horizon 4 has some gr. FD Boring # �Boring 100.00 24 L'J 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/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0.3 10YR3 /2 -- sil 3fgr mvfr cb 3vf-m 0.6 0.8 2 3 -12 IOYR3/2 sil 3fsbk mfr I as 2vf -m 0.6 0.8 3 12 -20 10YR3 /4 -- sil 2fabk mfr cW lvf - -m 0.6 0.8 4 20 -24 10YR5 /6 -- cl 2fsbk mfi cb lvf -f 0.4 0.6 -- -- -- - lsbr Boring # Boring 100.13 18 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 1 0 -4 10YR3 /2 -- sil 3fgr mvfr cs 2vf -m 0.6 0.8 2 4 -14 1 loyg3/2 __ sil 3fsbk mfr as 2vf-m 0.6 0.8 3 14 -18 10YR3 /4 -- cl 2fsbk mfi cb lvf -f 0.4 0.6 -- 18 -- lsbr -- -- -- -- * Effluent #1 = BOD > 30 < 220 L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 /L and TSS < 30 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- 8330Test (R.07/00) Troy Development Pending) 3 4 Property Owner Y P Corp. �' Parcel ID # Page of Boring F Boring # [] Pit Ground surface elev. 101.27 ft. Depth to limiting factor 16 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 I *Eff#2 1 0 - IOYR3 /2 -- sil 3fgr mvfr cs 2vf-m 0.6 0.8 2 4 -12 IOYR3 /2 sil 3fsbk mfr as 2vf -m 0.6 0.8 3 12 -16 10YR5 /6 -- cl 2fsbk mfi cb lvf - -f 0.4 0.6 16- lsbr -- -- -- ❑ Boring # ❑ Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Dept Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ffF 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 mgA- * Effluent #2 = B013 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 altemate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD- 833ffe t (R.07 /00) 1 Page Plot Plan for Sills of Troy P � .f Town of Trroy, St C rou Corarty, muWasin Lot y 1 = 40 ft - 2 contours _ �.egR� �� . t�01� Sig �1 OF tt1F N i+�)1 �4 . St-�. i i . J'' Tzrid, R i!, , - rows of TROY ® = Backhoe pit 0� N pR 1 � OO NENC , RT F SP ' I) 061 • a ,® 4 • y� • 4F �. E►- • i • •.i. ••... • • • •• • Jan 30 06 10:14a owner 7154264827 p.l • e o f y Plot Plan for Hills of Troy pa ge Town of Troy, St Croix Comty, Wisconsin Lot y 1 = 40 ft. al �escrl�t�on SG V1 of y c N 4 , sue 11. 2 ft contour" - � ®= Backhoe pit TWAL R14VJ� Qua A= H �►aoes R�tJ 6 l P 1 . Rp NEHC co Rr / _ T • ss ® 4 IA ro . _ • .......... Jan 30 10:06a owner 7154264827 p.3 I Pro Troy Development Corp. (p Pent Owner Parcel IDS Pape 3 of 4 ' Boring Boring F # Pit Ground surface elev. 101,27 ft Depth to limiting lb I Or 16 in. Spry AxnAication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz_ Cont. Color Gr. Sz. Sh. 'Eft#1 •Eff#2 1 0-4 10YR3/2 — sil 3fgr 1, mvfr cs 2vf-m 0.6 0.8 2 4 -12 10yR3/2 _ sil 3fsbk mfr as 2vf-m 0.6 0.8 3 12-16 10YR5 /6 — cl 2fsbk mfi cb lvf -f 0.4 0,6 16- lsbr a Boring # spit Boring Ground surface elev. ft. Depth to limiti j factor in. Sol Application Rate t Horizon Depth Dominant Color Redox Description Taxtaum Stare:' Consistence Boundary Roots GPDAF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F Boring # Boring S Pit Ground surface elev. ft. Depth to flmitit7g factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cant Color Gr. Sz. Sh. Tfr#1 'Efl#2 Effluent #1 = BOD. > 30 220 malL and TSS >30:5 150 mg/L • Effluent 02 = BOD c 30 rng/L and TSS 5 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. S8048330Ten (807100) t Jan 30 06 10:07a owner 7154264827 P.1 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 4 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 8112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. (PENDING) percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law. s. 15.04 (1) (m)). Property Owner Property Location 1:1 El TROY DEVELOPMENT CORPORATION Gov(, Lot - -- SE 114 NW 114 S I 1 T 28 N R 19 E (or) w Property Owner's Mailing Address Lot # I Block # I Subd. Name or CSM# 11806 Aberdeen Street, Suite 290 4 - -- Hills of Troy City Stale Zip Code Phone Number ity ❑ Village Town Nearest Road Blaine, MN 1 55449 763) 757-7568 Uoy I Coulee Trail New Construction UselD Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement © Pubic or commensal - Describe: Parent material loess over till Rood Plain elevation if applicable NA ft- General comments Mound System -- 1.84 ft. sand fill — 0.6 loading rate and recommendations: (If pne-- treatment - .84 ft. mound sand -- 0.8 loading rate) a Boring Boring # ❑ Q Pit Ground surface elev. NA ft. Depth to limiting factor 14 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. '0101 1 'Eff#2 1 0 -5 10YR3/2 sit 2f-mabk mvfr as lvf -m 0.6 0.8 2 5 -14 10YR3/4 — sit 2fabk mfr cs lvf-m 0.6 0.8 3 1417 SYRS /4 — c 3fgr mefi cb lvf-f 0.2 0.3 4 17 -22 -- till /lsbr -- -- -- — Horizons 1,2 & 3 have some gr. a Boring # ❑ Boring NA 21 Q 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 Ou. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 1 '01#2 1 0 -9 10YR3/2 - sil 2fgr &abk mvfr as 2vf -co 0.6 0.8 2 9 -21 l OYR3 /4 — sicl 3fabk mfr as 1 of - -m 0.4 0.6 3 21 -24 10YR414 nd 10YR4/6 c 2fgr mefi cs __ 0.2 0.3 4 24 -27 __ -- tilUlsbr Horizon 2 has some gr. Effluent #1 = BOD > 30 5 220 mg/L and TSS >30 < 150 mg& ' Effluent #2 = BOD < 30 mg /L and TSS :5 30 mg/L CST Name (Please Print) Signalu . r/a CST Number M Jo Hollister w V fL 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 05 - 05 & 10 - 14 - 05 & 01 - 27 -C6 (715) 426 - 1775 I ,Jan 30 0 6 10:06a owner 7154264827 p.2 Vlfisconsin Department ofCommeroe SOIL EVALUATION REPORT Page 1 of 4 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 812 x 11 incites in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. (PENDING) percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all infonnatlon. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law. s. 15.04 (1) (m)). Property Owner Property Location e TROY DEVELOPMENT CORPORATION G Lo( -- SE 1/4 NW 1/4 S 11 T 28 N R 19 E( El TROY Property Owner's Mailing Address Lot • Blodc * I Subd. Name or CSf181t 11806 Aberdeen Street, Suite 290 4 - -- Hills of Troy City Slate Zip Code Phone Number ity Uvgage ■ Town Nearest Road Blaine, MN 1 55449 763 757-7568 T=y I Coulee Trail O New Construction UseEj Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material loess over till Flood Plain elevation if applicable ft. General comments Mound System -- 1.84 ft. sand fill — 0.6 loading rate and recommendations: (If pre - treatment - .84 ft. mound sand — 0.8 loaning rate) Boring # 11 Boring El Pit Ground surface elev. NA R Depth to limiting factor 14 in. Soi Iication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfIf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 1 0-5 10YR3/2 -' sil 2f-mabk mvfr as lvf -m 0.6 0.8 2 5 -14 10YR3 /4 — ail 2fabk mfr cs . lvf-m 0.6 0.8 3 1417 5YR5/4 — c 3fgr mefi cb lvf-f 1 0,2 0.3 4 17 -22 -- — tilUlsbr -- — — -- -- — Horizons 1,2 a 3 have some Sr. Boring NA 21 Bori # F —B ] El Pit Ground surface elev. R. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/1P in. Munsell Qu. Sz. ConL Color Gr. Sz_ Sh_ `Eff#1 `Eff#2 1 0 -9 10YR3/2 — sil 2fgr &abk mvfr as 2vf -co 0.6 0.8 2 9 -21 10YR3/4 — sicl 3fabk mfr as 1vf-m 0.4 0.6 3 21 -24 10YR4 /4 ftd 10YR4 /6 c 2fgr mefi cs __ 0.2 0.3 4 24 -27 -- — till/Isbr — -- -- -- -- -- Horizon 2 has some gr. Effluent 01 = BOD > 30 5 220 mg/L and TSS >301 150 mg/L ` Effluent 02 = SOD 1 30 rng/L and TSS 1 30 mg/L CST Name (Please Print) Signatue CST Number M ary Jo Hollister 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 05-05 &10-14-05&01 (715) 426 - 1775 Jan 30 06 10:06a owner 7154264827 P.1 Hollister's Soil Testing Mary Jo Hollister W9875 690h Avenue River Falls, WI 54022 (715) 426 -1775 (715) 426-4827 Send fo: 5T. CVDt X M. ZZ 1 n1C� Prom: Mary Jo Attention: "RNM Q LXlj1JAj Date: 50 3PJ - 0 V Office Location: Office Location: Fax Number. 3 $ G - 4(0 b Phone Number. ❑ Urgent ❑ Reply ASAP ❑ Please comment ❑ Please Review ❑ For your Information Total pages, inclucring cover. J� Commentse RE (5m � �' T,w� ) r0,aA:!j ■ CROIX COUNTY Plann - "� .4k zoni FAx MEMo DATE: To: Code Adminisuati FAX NUMB R: _ 715 -386 -4680 S 44), / Landlnfotmadon FROM: (Q Planning 715 - 386 -467 FAX NUMBER: 715- 386 -4686 R etty PHONE NUMBER: 715.386 -4680 7 6 -4677 R NUMBER OF PAGES, INCLUDING COVER SHEET: r - 386 -4675 blot sys 44 4t RE• b fi — l��! ° T /'p°Sf *��4L4 lo y y i Sw y 4�pr, • �q�' T' 7/a 1,11. 1 q mince B/n "7 ode: EleUt� o� roar 0r E;2 � uf�'1 rroY p fd' � /V Or�h�2aS� o,�'f3/rl ' ST. CRO /x COUNTY GOVERNMENT CENTER 1 101 CARMICHAEL ROAD, HUDSON, Wi 54016 7153864686 FAx PZ @CO.SAINT- CROIX.WI.US WWW.CO.SAINT -CROIX WI.US r a _ �� zavr irv�rrrri L �r tLRTr 763 ?57 2 2 57N P. D ' 03 1' e 3 o 3 Plot .Plan for Dills off' Troy �' .f Town of Troy, & Gtr+ Conn&, Obcondis Lot 1 .91 = Oft Leg al DesG74WOn z5a Yq or ttt' N 1 A . - s1. ! i , 2, ft contotp's �z�,.3, R t9w - r o wer aF -r�zov, $'ackloe pit o _ �C ENC ELPA I ' � • �� \ l�+'^rr �� ` r ....t% r � I, :' � »7 - u� 3r ; wC fY' f t r5 :''r _ t DEC 09, 2004 10:30 763 757 2532 ctP ci b II (� page Y} 1 f �% f/ Alm �r r- Aj _N;� t wm IM jo AMI low— K 4. !'��� .�► •�r,r,�,w"'�.,,,�;:'.= �,�.� � err,,. VftconsinDepurtrmentofComrnerce SOIL EVALUATI A RT P 1 of 3 Division of Safety and Burgs in accordance vAh Comm �66c Attach complete site plan on paper not less than 8 1/2 x 11 at ST. CROIX dhes in ' . Plan must ` include, but not r TAW to: vertical and horizontal reference Pont (BM), � � Paroe .D. (PENDING) percent slope. sole or dnrensions, north arrow, and loration and d to newt road. N� l Pbm pdW ai0 i nviimADn. S � CROIX Date nww wowae may ceU lord pmposw (may Law, 15.04 (1) � a ProperlyO ner r . NORTH DAKOTA STATE UNIVERSITY c/o Leo Beskar Govt Lot — SE 114 NW 114 S I 1 T 28 N R 19 E( Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# Rodli, B eskar, Bo les & Krueger SC, 219 N. Main Street 4 — Hills of Troy City State Zip Code Phone Number []Village own Nearest Road River Falls, I WI 1 S40 71 425 - 7281 Coulee Trail E] New Construction UseM Residential / Number of bedrooms 4 Code dermd design flow mete 600 GPD Replacement Pubic or coma - Describe: Parent maberi l loess over till Flood Plain elevation of applicable General comments Mound System - 1.84 f3. sand fill - 0.4 loading rate and : Al i tip' L (If pre -tr Batmen ` .84 ft mound sand -- 0.8 loading rate n 0 6�4,vrt` of L # Pit GrowW surface eW. 1072 73 8. Depth to WrOV factor 14 +? Sal Aw6cabon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bourndary Roots GPDW n. Munsei Qu. Sz Cont. Color Gr. Sz. Sh. - EfF#1 - EW2 1 0-S I0YR3/2 - sit 2f -mabk mvfr as 1 vf-m 0.6 0.8 2 5-14 10YR3/4 _ sil 2fabk mfr cs Ivf-m 0.6 0.8 3 14-17 5YR5/4 - __ - -- c 3fgr mefi cb Ivf-f 0.2 0.3 4 17 -22 - ti"br - - - - - - Horizons 1,2 & 3 Gave some gr. B g # 0 � 1072.75 21 E] Pit Grournd surface elev. ft. Depth to knitkg factor in. Sol Application Rate Horizon Depth Dorrent Color Redox Descripflort Texture Structure Consistence Boundary Roots GPM n. Meurer Qu. Sr- Cont Color Gr. Sz. Sh. "EfW1 'EW 1 0-9 10YR3/2 -- sil 2fgr&abk mvfr as 2vf-co 0.6 0.8 2 9 -21 I OYR3 /4 - sic] 3fabk m f r as I vf-m 0.4 0.6 3 21-24 10YR4 /4 fld 10YR4/6 c 2fgr mefi cs _ 0.2 0.3 4 24-27 _ _ tilMisbr Horizon 2 has some gr. C- flluent #1 = BOD > 30 220 mgft. and TSS >30:5 150 mglL Effluent #2 = BOD < 30 mglL and TSS < 30 mgll CST Name (Please Print) CST Number Mary Jo Hollister 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 05-05 &10-14-05 (715) 426 -1775 C7 - h cLf Qi jb l'AJI .� N S 3 r UOT 0 � � Property Owner NDSU (Lot 4) Parcel ID # (Pending) P age 2 of 3 Boring FC Boring # E] Pit Ground surface elev. 1077.40 ft Depth to limiting factor 30 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fi in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#1 *Eff#2 1 0 -9 l0YR3 /2 -- sil 3fgr&abk mvfr as 2vf -m 0.6 0.8 2 9 -18 10YR3/4 -- sil 3fabk mfr as Ivf-m 0.6 0.8 3 18-21 10YR3/4 -- sil 2fabk mfr as lvf-m 0.6 0.8 4 21 -30 10YR3 /6 -- sl 0m mfr cs lvf -m 0.2 0.6 5 30 -38 -- -- lsbr /vfs -- -- -- -- -- Horizon 4 has some gr. i D Boring # Boring 1066.47 h 24 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/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0_3 10YR3 /2 -- sil 3fgr mvfr cb 3vf -m 0.6 0.8 2 3 -12 10YR312 sil 3fsbk mfr I as 2vf-m 0.6 0.8 3 12 -20 10YR3 /4 -- sil 2fabk mfr cW lvf -m 0.6 0.8 4 20 -24 10YR5 /6 — cl 2fsbk mfi cb lvf-f 0.4 0.6 -- lsbr -- -- -- F9 Boring # spit Boring 1066.00 n 1 00 ' 1 3 18 Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G ON in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 A 1 0-4 10YR3/2 -- sil 3fgr mvfr cs 2vf -m 0.6 0.8 2 4 -14 sil I 3fsbk mfr as I 2vf-m 0.6 0.8 1 rr 3 14 -18 10YR3 /4 __ cl 2fsbk mfi cb lvf -f 0.4 0.6 l -- 18 -- lsbr -- -- -- -- * 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- 8330Test (R.07 /00) L I I Plot Plan for Hills of Troy Page 3 of 3 Town of Troy, St. crobc coumv.9 damns'" Lot — 1 » =40ft Legd DesCr7!<pt on Sc 04 o f yc +� 1�t4 , see. i t . 2 ft Contomrs 29AS ®= BaeMoe pit A-= w4up� e l R RAC L4 e • O • c O • o •• ® e�ara �� ob .a " • � +� � � ` „�� ,5P �' ..� 451 t • : s Xr • O • 10 72.73 � "!�'� , ." >,� ;f ' • a. • • JI l Wisconsin Department of Comm C� VALUATION REPORT Page I of 3 Division of Safety and Buildings in accordance with C 85, Ws. Adm. Code County Attach complete site plan on p per notf�*ss than 81/ I {fin z Fla ust ST. CROIX include, but not limited to: verb I and horizontal reference point ( M), direction arie Parcel I.D. (PENDING) percent slope, scale or dimen ons, r�tF�a�fg6tocation to nearest road. Pie UN I'Y pn, evie Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). / 3 05 Property Owner Property Location NORTH DAKOTA STATE UNIVVERSITY c/o Leo Beskar Govt. Lot ---- SE 114 NW 1/4 S 11 T 28 N R 19 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# Rodli, Beskar, Boles & Krueger SC, 219 N. Main Street 4 - -- Hills of Troy City State Zip Code Phone Number ity E]Village Town Nearest Road River Falls, WI 1 54022 715 425-7281 7281 ( ) Coulee Trail New Construction Used Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material loess over till Flood Plain elevation if applicable a Gen recomr ns: 1�!lppnd Syste -- 1.84 ft. sand fill -- 0.4 loading rate Q7,{/Yt d �IKX -S 01�5� -tt h ,�i1•t c_� , , r > ;.� r':r' . 6 A m� 9* GG� (If pre-treatment - .84 ft. mound sand -- 0.8 loading rate) Gl 'f - L _ - 7-W-d 75 F Boring # _ Boring Q Pit Ground surface elev. 1072.73 ft. Depth to limiting factor I4 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. I *Eff#1 *Eff#2 1 0 -5 10YR3 /2 sil 2f -mabk mvfr as 1 of - -m 0.6 0.8 2 5 -14 10YR3/4 - sil 2fabk mfr cs lvf-m 0.6 0.8 3 14 -17 SYRS /4 - c 3fgr mefi cb IV 0.2 0.3 4 -22 -- tilUlsbr Horizons 1,2 & 3 have some gr. 1� F Boring # 0 Boring 1072.75 21 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -9 10YR3 /2 sil 2fgr &abk mvfr as 2vf -co 0.6 0.8 2 9 -21 10YR3 /4 - sicl 3fabk mfr as lvf -m 0.4 0.6 3 2 -1-24 10YR4 /4 ftd toYR4 /6 0 2fgr me cs __ 0.2 0.3 4 24 -27 -- tilUlsbr Horizon 2 has some gr. 6 A- * Effluent #1 = BOD > 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) Signature CST Number Mary Jo Hollister 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 05-05 &10-14-05 (715) 426 - 1775 Property Owner NDSU (Lot 4) Parcel ID # ( Pending) Page 2 of 3 ❑ C Boring Boring 9 0 pit Ground surface elev. 10 ? ?.40 ft. Depth to limiting factor 30 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -9 10YR3 /2 -- A 3fgr &abk mvfr as 2vf -m 0.6 0.8 2 9 -18 10YR3/4 -- sil 3fabk mfr as lvf -m 0.6 0.8 3 18 -21 10YR3 /4 -- sil 2fabk mfr as Ivf -m 0.6 0.8 4 21 -30 10YR3/6 sl Om mfr cs lvf-m 0.2 0.6 5 30 -38 -- -- lsbr /vfs -- -- -- -- F orizon 4 has some gr. F D] Boring # n Boring El Pit Ground surface elev. 1 .47 Depth to limiting factor 24 in, Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -3 IOYR3 /2 -- sil 3fgr mvfr cb 3vf-m 0.6 0.8 2 3 -12 1 /2 sil 3fsbk mfr as 2vf-m 0.6 0.8 3 12 -20 10YR3 /4 -- sil 2fabk mfr cw lvf -m 0.6 0.8 4 20 -24 10YR5/6 -- cl 2fsbk mfi cb lvf-f 0 0.8 -- -- -- f lsbr ❑ Boring # Boring F7 '' 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 I *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. SBD- 8330Test (R.07 /00) Plot Plan for Hills of Troy Page 3 of 3 Town of Troy, St, Croix County, Wisconsin Lot q I" d0 ft. Legal Description Yw or - tHE - N w , s C'.11 Z ft. contours rs RtJW TVwti �= Backhoe pit �e p1G wo, vv -f i -e- n '- reel y' is ""` ' �- ?j --2v, , Pip CO o RT a a � • • r' • r' • P t � • 1 y lA sp et to Q Osr Y � • t 107z.73 \ . o t © � • a • ° w e ' a • e i • • o • • ° w e ° e a • • • a • m e • I � I Lez H Mound Plan View :.:1/10 B :: ::::::::::::::::: J � � Observation Pie ...... K . Q A W :._. � ....:........... B .. z L Mound Component Dimensions A 6.00 ft E 32.08 in H Aft ft K 12.07 ft B 100.00 ft F 9.25 in 1 ft L 15 ft D 22.00'in G 0.50'ft J IV 32.96 ft 600.00 (ft Dispersal Cell Area 2640.09 (ft Basal Area Available 6.00 (gpd /ft) Linear Loading Rate 10.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 1071.60 (ft) —0 j t� ;,,,,,,,,,, G F Dispersal cell 1070.33 (ft) Lateral T . 1069.83 (ft) —► • — Invert Dispersal Cell Elevation 7 E D 0 l 3 .., % . • . • 1068.00 (ft) Contour Elevation 14.0 %Site Slope Geotextile Fabric Cover Shading Key a T Dispersal Cell See lateral details on Q Topsoil Cap c CL 1.5 ft Page 4 for number, size, c Subsoil Cap to and spacing of laterals. Q ASTM C33 Sand .a Z T F Laterals are equally Tilled Layer N 0.5 ft TYPical Lateral spaced from the a distribution cell's 5 05 Aggregate a 1 _ ❑ t - centerline in the A distribution cell (AxB). Project: Sample Page 3 of 7 I l J • a� 4 Oir 't'R.D Mound Plan View 11111 9 - _ , Qbsen+ation Pipe J : '* `' ' • 5 A w a: B _ � Z S=t.. _ . Mound Component Dimensions A 5,00 ft E 32.08 in H 1.00 ft K 12.07 ft 9 100.00 ft F 9.25 in 1 20.40 ft L 124.15 ft D 22 -00 in G 0.50 ft J 6.56 ft w 32.96 ft 600.00 (f?) Dispersal Cell Area 1 2540.09 (fe) Basal Area Available F.0 (gpd/ft) linear !_wading Rate 10.00 (ft) 1190 B C7bs_ Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 1071.60 (ft) - -T NwMM1M•W N/ //NN G H 1 I /INYN //N/. ININ'Y/IN/ I F 1 NAdM1•/ /MIN /NV/ Dispersal Cell ` 1070.33 (ft) Lateral 1Q69.83 {ft) —�► Invert is 1 1 3 1 Dispers Cell - Elevation E '= 1068.00 (ft) Contour Elevation 14.0 % Site Slope t;ewtextile Fabric Cover Shading Key -- Dispersal Cell See lateral details on Q Topsoil Cap °` 1.5 ft Page 4 for number, size, N „�,... Subsoil Cap - a 0 : 5 ;. -::: and spacing of laterals. a +.::: ,~ Laterals are equally ASTM C33 Sand =r'= `” F ced ro �a t m me s ' Y� � - x�a f Lateral 0.5 ft YR Tilled Layer P8 C! .1 distribution cell's Ag 5 at a - cente rline in the 919 cents n �- -. A distribution '� —'—"'* ut cats ( Ax8 ) Project. Sample Page 3 of 7 TOTAL P.03 DEC 09,2004 10:30 763 757 2532 page 3 Jan 30 06 10:06a owner 7154264827 P.1 Hollister 's Soil Testing Mary Jo Hollister W9875 69UPh Avenue River Falls, WI 54022 (715) 426 -1775 (715) 4264827 Send to: 5T. GRDi From: Mary Jo Attention: 'Pj11Y1 uurlAj Date: 3o M-W - 0( Office Location: I Office Location: Fax Number. 3 g ( 4(A tp Phone Number. ❑ Urgent ❑ Reply ASAP • Please comment • Please Review • For your Information Total pages, including cover. Jr Commentr axe.` -�. ._.1= el 1 L - C�l t 1 h* - t A l HL U)OCi - ' l:rJKt - r ^� Msconsin Department of Commerce $OIL EVALUATION REPORT p age -- ! — of 3 Division of Safety and Buildings In vmwdanoe with Comm 86, %Ms. Adm. Code Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plant muse County ST. CItQ!}t include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. (PENDING) percent slope. scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purpose& (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location 0 NORTH DAKOTA, STATE UNIVERSITY c% Leo Beskar Govt. Lot --- SE 1/4 NW 1/4 S 11 T 28 N R 19 E (or)W Property Owner's Mailing Address Lot # Block 0 Subd. flame or CSW Rodli, Beskar, Boles & Krueger SC, 219 N. Main Street. 4 -- Hills of Troy City State ;t Code Phone Number 0 Village • own Nearest Road Li River Falls, WI $4022 715 42S-7281 Coulee Trail New Construction Use[D Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement L ] Public or commericial - Describe: Parent material loess over till Flood Plain elevation if applicable �'�e ft. General conrvrrr'rrts Mound System -- 1.84 ft. sand fist -- 0.4 loading rate and recommendations: (If pre treatment - .84 ft, mound sand — 0.8 loading rate) Boring l3onng # Q pit Ground surface elev. 1072.73 ft. Depth to limiting factor 14 in. Soil Appimaiion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPON in. Munsell Qu. sz. Cont. Color Gr, Sz. Sh. 'Eff01 '01#2 1 0 -5 1OYR3/2 sit 2f -mabk mvfr as lvf m 0.6 0.8 2 5 -14 10YR - sil 2fabk mfr cs Ivan 0.6 0.8 3 14-17 51 — c 3fgr mcfi I Cb lvf 0,2 0.3 4 17 -22 — tilVisbr -- Horizons 1,2 & 3 have sow gr. F J Boring # Q g 1072.75 21 ._ Pit Ground surface elev. A. Depth to limiting factor in. $oa A Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP0" in. Mtmselt Qu. Sz. Cont. Color Gr. Sz. Sh, 'Eff#1 •Eff- 1 0-9 10YR3/2 — sil 2fgr &abk mvfr as 2vf-co 0.6 0.8 2 9 -21 1 OYR3 /4 - sicl 3fahk mfr as 1 of -m 0.4 0.6 3 21 -24 10YR414 fld 10YR416 C 2fgr mcft Cs __ 0.2 0.3 4 24 -27 -- till/lsbT _ -- -- `- Horizon 2 has some 1 r. Effluent #1 = SOD > 30 < 220 nKYL and 7SS >30 < 150 mg/ ' Effluent 92 � BM 30 nViL and TSS 30 mg& CST Name (Please Print) Signature / CST Number Mary Jo Hollister ' t it! l ,�., 224 ` Addle Date Eva ion Conducted Telephone Number W9875 690th Avenue, River Fails, NVI 54022 05 - 05 & 10 - 14 - 05 (715) 426 - 1775 DEC 08,2004 10:08 763 757 2532 page 3 r - — J44-- 09 -2131Wt6 21:01 CONTINIENTAL. Dkq-P CORP 763 r-; 2,532 P.044 06 t 4 L di 2 3 o (Pending) Prppe)1y Owner _ ( Lot (Pen Parcel 1D # �} Rage _ of C 0eriny Q pit Ground surface elev. 2077.40 R. Depth to lirniting factor 30 tn. Soft lion Rate Horizon Depth Dominant Color Redox Desmplioi Texture Structure Consistence Boundary Roots GPDRF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. - V(01 'Eff#2 1 0 -9 10Y'R3/2 ._ sit 3fgr&abk mvfr as 2vf -M 0.6 0.8 2 9-18 1OYR3/4 -- sil 3fabk mfr as 1vf - -m 0.6 0.8 3 18-21 l0YR.3 /4 -- sit 2fabk mfr as 1vf m 0.6 0.8 4 21 -30 10'ylt3 16 sl Orn mfr cs Ivf -m 0.2 0.6 5 30-38 -- -- isbr /vfs -- -- -- -- -- H orizon 4 has some gr. D t__J Boring 8 # 24 Pit Ground surface elev. 10b.6-47 R- Depth to li niting factor in. Soil Applicatibn Rate Horizon Depth Domvwt Color Redox Description Texture Structure Consistence Boundary Roots GPDffF in. MunseM Qu. Sz. Cont Color Gr. Sz Sh. `EfW1 `Etkt2 1 0.3 IOYR3 12 — sit 3fsr mvfr cb 3vf -m 0.6 0.8 2 3 -12 sil 3fsbk mfr as 24-m 0.6 0.8 3 12 -20 IOYR3 /4 __ sil 2fabk mfr cw lvf - 0 - 0.8 4 20-24 10YR5 /6 -- cl 2fsbk rift cb ivf -f 0.6 0.8 -- -- -- -- Isbr -- -- _. .. ❑acting # Boring Pit Ground surface elev, ft. Depth to litttilirtg factor in. Sod Applim Rafe Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munsel Qu. Sz- Cont. Color Gr, Sz. Sh. 'E![t#1 'EttsF2 Effluent #1 = SOD > 30 r 220 mg1L and TSS >30 < 160 mg& ' Effluent 02 = SOD < 30 rng4. and TSS :5 30 mg1L The Department of Commerce is an equal opportunity service provider And employcr_ If you neoi assistancc to access srrvices or need material in an alternate format; please contact the department ac 608 266 - 3151 or 1 - 1 - Y 608 -264 -8777. SOD -Stl rcw (it Olm) DEC 08,2004 10:09 763 757 2532 page 4 Plot Plan for Hiffs of Troy Page 3 of 3 Town of Troy, St Cromer County, WISCOAR"A Lot ,4 1" 40 ft Legal . Dtrox *rz ` 4 of •tV.0 N W'/ s -. t 1 2 fl- contours R �1 $ackkoe pint pR 1 i q I � lw1 •= .r� . , . ,1 �..' 7 : £b• A T ' I •• � l0?t•73 r f • _.. ... .... • - f f i • i • DEC 09,2004 10:30 763 757 2532 page 2 r 1iiti -iL� G36 2'1- CL I HENTR- Llt,'i_P CORP 763 757 2 F'.0''03 .Plot P&n for .lolls of Troy Page 3 of 3 Town of Tray, St Croft C'ommty, Wbc+onsin mat ,# r eggd ��& W Z ft contours zsr w • 70Y 9l = BacAAoe pit Rr 1 1 1pE+'g• . ..... • I .h r. 1 ...... i = • ........ ♦ r DEC 09,2004 10:30 763 757 2532 page 2