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HomeMy WebLinkAbout040-1105-70-000 .onsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix c-ety and Building Division INSPECTION REPORT Sanitary Permit No: .579004 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: c~+ Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. ZJJiV ~0~ Permit Holder's Name: City Village X Township Parcel Tax No: Turchin, Nicholas & Erin Troy, Town of 040-1105-70-000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: • vd ~O n 1 ae\ YbK C91--- 27.28.19.422A TANK INFORMATION E EV ION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 9, / ` ~D D Benchmark Dosing Gam( PatittD~ Alt. BM Aeration fyo J Bldg. Sewer q. 51 92- qS 59 Holding St/Ht Inlet lot.Sj f,77 fy.1y St/HtOutlet 9yy/ TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic >30, Dt Bottom IRl.51 l3. Z% V. 7T Dosing !c << r~ Header/Man. ro~ sJ Z.'~o (oZ • Aeration Dist. Pipe to(rl Z•'~j !02.11 Holding Bot. System PUMP/SIPHON INFORMATION Final Grade 1a G;C /0q/ o fi Manufacturer Demand over ZO I? Ilo Y GPM ~~I ~I G ( r~Lb 7~ Model Number &PM 16q. 5.3 TDH Lift Friction Loss System Head TDH Ft Forcemain Length, Dia. ,v' Dist. to Well //29 SOIL ABSORPTION SYSTEM BED/TRENCH Width , Length r No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM CHALEACHING MBER OR Manufacturer: AGG INFORMATION ie!E Type Of System: UNIT Model Number: 0.v D !g 8 l50 ~f~ DISTRIBUTIONS STEM Header/JkVnifdd ]Dist ribution N x Hole Size x Hole Spacing to Air Intake Length Dia z " gth' Dia ' S Spacing Z S ~Z'~ 3Z 7 s / SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only E )Owe ey Depth Over Depth Over < It xx Depth of xx Seeded'Sodded ~-'JxxMulched 9 41, Bed/Trench Center / Bed/Trench Edges / Topsoil Yes No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / 5' l section #2: Ottt~~~I p L / (y jb Location: 152 Bjersted C-)urt River Falls, WI 540212 (SW 1/4 NW 1/4 27 T28N R19W) NA Lot,A,1'mAA~''we~ ~rt a el-No 27.28.19.422A G•~~ Skk 1.) ~BM Description = 2.) sewer length rnount of cover = tUt Plan revision Required? ® Yes t No - Use other side for additional information. Date Insepctoes Signature Cert. No. SBD-6710 (R.3/97) Plot Plan Page % of g Property Owner ► ~4 • TtkgCIA 1"=4Dft Legal Description SVV l4 OF TKE n~~'`l4, sEc. Z7 (ewept where noted) = Backhoe pat ,s /j . NO /40 E a ~ ww' 16 a° OT n~ Ilr j / 33 GAS t`'J=" s~ Site Location: j~. N_ xsaT ;~4ppltTAffy County t JUN2 3 Q1fJ Safety and in Divi ' n Jr f r : 201 W. Washingt ox Sanitary Permit Number (to be filled in by Co.) ST. CRt?IX COUNTY Madison, WI 53707-7162 G OFF-ySt(ly\f 1 Sanitary Permit Application State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit J,550 1?o6v___ is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Servies. Personal information you provide may be used for secondary C rs7twT(Y-J~ purposes in accordance with the Privacy Law, s. 15.04(1 m , Slats. 1. Application Information - Please Print All Information Property Owner's Name Parcel # -Tit Fr,- J 046 7'O - o c) ,W Property Owner's Mailing Address Property Location /99 Mot n stir r Govt. Lot City, State Zip Code Phone Number /4 Section n 77 y ' fi~f / circle on F~ ~t w1 2 z T N; R~Eor~ 11. Type of Building (check all that apply) Lot # 1 or 2 Family Dwelling -Number of Bedrooms r4 J Subdi v ision Nitine /'~t lock # M V a. 5 El Public/Commercial - Describe Use V ~S SVbKt ~ ❑ City of h~USF P 0.n$ o CSM Number ❑ Village of ❑ State Owned -Describe Use .X -7 .Town of III. T t: (C ck only one box on line A. Complete line B if applica(b)e) ( 1 New System ❑ Replacement System ❑ TreatmentlHolding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Pe 't Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner nd f IV. Type of POWTS S stem/Corn onent/Device: Check gifthat- El Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-G de K Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatt evice (explain) b V. Dis ersal/Treat t Area Information: Design Flow (gpd) Design Soil Applicati Rate(gpdsf) Disper Area Required (so JDisper Area Proposed (sf) System Elevation ~D p Doi GD I Z MoD J©l,.So~ VI. Tank Info apacity in Total # of anufacturer U 01 Gallons Gallons Units New Tanks Existing Tanks /~0I yl~/~p?yS- o p y is /G Y r U v~ t~ v~ w C7 fs. Septic orrloldir~ /,200 /070 O ~tJ p p rc YIC4 Dosing Chamber a L7 C) $00 < '7 ✓ VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumb s Name (Print) Plumb is Signature MP/MPRS Number Business Phone Number e v~o705S lv3/ ~9o'r ~5 f Plumber's Address (Street, City, State, Zip Code) w Q T Wig' C v e, FAA s 4 1 54,02-7-- VIII. County/ epartment Use Only Approved ❑ Disapprove Permit Fee Date sued Issuing Agent Signat 29 caner Given Reason for Denial IX. Conditionbj% tpWQ *K"sons for Disgpproval 3 N 04C `e$S ' 6 Z t~YS ~[d 1. Septlc tank, effluent filter an J dispersal cell must be. se.rv_icedde bytPlum er. GKo`~ as per management plan p o 2. All setback requirements must be maintained l ~NsA1 ~f ` S ~JA~~•~ fQm er applicable code/ordinances. I / V Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 x 11 inches in size SBD-6398 (R. 11/11) tiyr.~g DIVISION OF INDUSTRY SERVICES Q, 3824 N CREEKSIDE LA r HOLMEN WI 54636 Cj(~ Contact Through Relay http://dsps.wi.gov/programs/industry-services S c` www.wisconsin.gov 0 'SsroN~tiSw~ Scott Walker, Governor Dave Ross, Secretary June 17, 2015 CUST ID No. 224832 ATTN. POWTS Inspector MARY JO HUPPERT ZONING OFFICE HOLLISTERS SOIL TESTING & DESIGN ST CROIX COUNTY SPIA W9875 690TH AVE 1101 CARMICHAEL IUD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/17/2017 SITE: Identification Numbers Nick & Erin a Turchin Transaction ID No. 2550808 154 Bjerstedt Ct Site ID No. 813136 Town of Troy Please refer to both identification numbers, St Croix County above, in all correspondence with the agency. SW1/4, NW1/4, S27, T28N, R19W FOR: Description: Four Bedroom Mound System / 6% slope Object Type: POWTS Component Manual Regulated Object ID No.: 1538180 Maintenance required; 600 GPD Flow rate; 36 in Soil minimum depth to limiting factor from original grade System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/01, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code CON 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, DEPT Q stats. PROFESSI The following conditions shall be met during construction or installation and prior to occupancy or use: DIVISION OF F I Reminders • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stats. 0 4 4-~ 6 d • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with SEE L-DKR the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • . A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per SPS 384 product approval conditions. • The area within 15' downslope of the dispersal cell shall remain undisturbed. Vehicular traffic, excavation or soil compaction is prohibited in this area. • 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. MARY JO HUPPERT Page 2 6/17/2015 r 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. SPS 383.54(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 acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Y Fee Required $ 250.00 This Amount Will Be Invoiced. erard M Swim When You Receive That Invoice, POWTS Plan Reviewer, Division of Industry Services Please Include a Copy With Your (608)789-7892, Mon - Fri, 7:15 am - 4:00 pm Payment Submittal. jeny.swim@wisconsin.gov WiSMART coder 7633 cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484 , Monday - Friday 8:00 am To 4:30 pm r: . ~ ~.~A`e ZQ15 MOUN AND PRESSURE DISTRIBUTION COMPON'L'h b*-§ JC S Residential Application INDEX AND TITLE PAGE i Project Name, NICK & ERIN A. TURCHIN Owner's Name: same Owner's Add17ss: 1877 Morning Glory Drive River Falls, WI 54022 1 Legal Description: SW 1/4 of the NW 1/4, Sec. 27, T28N, R19W Township: Troy - St. Croix )ITIONALLY County: ~ PROVED Subdivision Name: NA SAFETY AND i Lot Number. j 1 Block Number. NA L SERVICES DUSTRY SERVICES Parcel I.D. Number. 040 -1105 - 70 - 000 Plan Transaction No.: ~ONDENC~Ehf Page 1 Index and title `````\``~~~tt~uuttuttHpp Page 2 Data entry ` •••/U~,~ Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications a MARY JO Page 6 Management and contingency plan * HUPPERT Page 7 Pump curve and specifications D1859 ffi Page 8 Plot plan ':.RIVER FALLS' wI . , lot, ~"~~~~it}III{Illlltl\0~ i Designer: Mary Jo Huppert License Number: 1859 - 00' Date: 5/17/15 Phone Number. 715 --426 - 1775 Signature: Designed Pursuant to the Mound C ponent Manual for POINTS Version 2.0 SDB-10691-P (N. 01101), and both SSWMP Pub cation 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) aid Press I re Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01 /01) Version 7.0 (R. 03/2011) Page 1 0':' 8 I ' I 4 I I 1 Mound and Pressure Distribution Component De-sign Design Worksheet Site Information (R or C) R Residential or Commercial Design Note: Sand fill (0) calculatio ins assume a Table 383-44-3 in-situ soil treatment for 400.00Estimated Wastewater Flow (gpd) fecal cordorm of 3E inches. 1.50 Peaking Factor (e.g. 1.5 = 150%) 600.00 Design Flow (gpd) 6.00 Site Slope 101.00 Contour Line Elevation (ft) 36.00 Depth to Limiting Factor (in) 0.60 In-situ Soil Application Rate (gpdnt Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) = 8.00 Cell Width (fit) 1.00 Dispersal Cell Design Loading Rate (gpd/if) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or (C or E) a Center or End Manifold 2.67 Lateral Spacing (ft) If N above, enter the elevation (ft) 3 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) 3.60 Estimated Orifice Spacing (ft) = 9.09 fe/orifice 2.00 Forcemain Diameter (in) 63.00 Forcemain Length (ft) Does the forcemain drain back? Y 84.00 Pump Tank Elevation (ft) Enter Y or 4.55 System Head (ft) x 1.3 10.28 Forcemain Drainback (gal) 17.09 Vertical Lift (ft) 101.16 5x Void Volume (gal) 1.67 Friction Loss (ft) 111.43 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 35.54 System Demand (gpni) 23.31 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. 'options choice in. dia. o Lions choice 0.75 1.25 1.50 x _ x 1.00 1.25 2.00 x 3.00 1.50 x x 2.00 x 3.00 x _ Gallons/inch Calculator (optione 1) Treatment Tank Information Total Tank Capacity i gal) 1200.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Manufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.00 Dose Tank Capacity (gal) PolyLok Filter Manufacturer 22.24 Dose Tank Volume (gal/in) 525 Filter Model Number Weiser Manufacturer Project: NICK & ERIN A. TURCHIN Page 2 of 8 i PVC plus MNO i~ PVC M .Plug -r 9 aug S i Mound Plan and Cross Section Views ~.t _ J 1/10 B : Observation Pipe .P:. K: - b P A W 8....... .bFd- . . . . . . . . . . . . . . . . 1 _ 46 1 L Mound Component Dimensions 11.76 in H 1.00 ft K 7.60 ft A 8.00 ft E B 75.00 ft F 9.50 in r 8.31 ft L 90.19 ft D 6.00 in G 0.50 ft J 4.56 ft W 20.87 t 600.001( ) 2Dispersal Cell Area 1227.50 (ff) asal Obs. Pipe Placement 8.00 (9Pd/ft) Linear Loading Rate Mound Cross Section View Aggregate Dispersal Area Finished Grade 103.29 (ft) H G I F Dispersal Cell 102.00 (ft) Lateral I Invert 101.50 (ft) .p - . Dispersal Cell Elevation .r r t 101.00 (ft) Contour Elevation 6.0 % Site Slope Geotextile Fe brit Cover Shading Key a Dispersal Cell See lateral details on - Page 4 for number, size, 1 Topsoil Cap o c 1'S ft e and spacing of laterals. Ya 0 Subsoil Cap o .:O I n I . I , , T Laterals any equally © ASTM C33 Sand Z x F spaced from the Tilled Layer = m 0.5 ft Typical Lateral P distributicn cell's ® w b b P. w v o centerline in the Aggregate A distribution xal (Ax6). Project: NICK & ERIN A. TURCHIN Page 3 of 8 Foroa rniin *ompaica vi-b Mt or crass to rn=ritiloi0 at wq paint. Law&fs am mml is sl On Tur"pvd'bsllvslwor J+X-i 110 f2 *1241 L,atealg MorM.miai1 Soh 40 RidC c+issnoutpIup per SRS TAW 384.300 tiWfs dried on+6ie t►ottorrn of the iab►ral. ' I End Connection Lateral Layout Diagram Owmershelaa/aalsvowtheA&8wwr+e~r+ 4W •%Turn-up,tireAIfvshroarolsaerauLPru9 M, :PP Moaes weed CnC►re baetomd CtMfakift~ RN IaatraK are IQleuical le X-=~I ely s~ac~ L E4O.saorcera on Sch 40 7VC--PS per 384.3 6 S Force main co~eneetioar via ter or taoss w marxaold aat any pbint- Number of Laterals 3 Orifice Diameter 0.156 in Lateral Diameter 1.50 in Orifice Spacing (X) 3.50 it Lateral Length (P) 73.50 ft Orifices per Lateral 22 Lateral Spacing (S) 2.67 ft Orifice Density 9.09 if/orifice Lateral Flow Rate Aft gpm Manifold Length 5.33 't System Flow Rate gpm Manifold Diameter 1.50 n Total Dynamic Head Forcemain Velocity 3.63 -Vsec Dose Tank Information Locking cover will; warning label and locking device and sealed watertight Electrical as per NEC 300 and 4 in. min. SPS 316.300 WAC Disconnect E-- Rftemate outlet Tank component is properly vented location Forcemain di:imeter Weiser Manufacturer 2 in. Capaci 800.00 Gallons Volume 22.24 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 18.06 401.67 C B 2.00 44.48 Pump off ek vation (it) C w_ 5.01 111.43 84.91 D 10.90 242.42 D Total 35.97 800.00 Dose tank elevation (ft) Y Bedding un er tank. 84.00 Alarm Manuafacturer SJE Rhombus Note: Switches Alarm Model Number Tank Alert AB containing mercury may not bi3 used in Pump Manufacturer Zoeller this syster i. Pump Model Number 153 Pump Must Deliver 35.54 gpm at 23.3 TDH Project: NICK & ERIN A. TURCHIN Page 4 of 8 i • I Mound' System Maintenance and Operation Specificati ons Service Provider's Name Darrell 's Septic Service Phone 715-425-'025 POWTS Regulator's Name St. Croix County Zoning Phone 715-386-680 c..s*om 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 1200 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 if 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 eve 3 ears Effluent', Filter Should inspect and clean at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test monthly Pressure System Laterals should be flushed and pressure tested eve 1.5 ears Mound Inspect for por ing and seepage once every3 years Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, 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 sail erosion and help reduce frost penetration. Lateral Turn-up Detail Finished • Grade 6-8" Diameter Lawn. Threaded Cleanout Sprinkler Valve Box' Plug or Ball Valve Distribution Long Sweep 90 or Two 45 Degree Bends Sarne Diameter as Lateral Project: NICK & ERIN A. TURCHIN Page 5 of 8 Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code Went P (N. This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained nMaac cor Vece2 with its' manuals [SBD-10691-P (N.01101), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component 01/01)] and local or state rules pertaining to system maintenance and maintenance reporting. that could cause death. No one should ever enter a septic or pump tank since dangerous gases may be present Septic and pump tank abandonment shall be in accordance with SPS 383.33, Wis. Adm. Code when the tanks are ro longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness adndd dne s. Access defective, tier gs . Any ope used for service and assessment shall be seated ass openings upon the rttha 884nches iervice n diameter shall be secured by a i effective locking subject to failure must be replaced- Exposed access greater 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 septicnks~~ on 281.4 .48, sep Statt ion hand outlet finer he septa shall be tank shall be disposed of in accordancewith NR 113, Wis. Adm. Code. The operating assessed at least once every 3 years by inspection. The outlet fitter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions tter is h an are made to retain if the the m is actrva ell cslouh off the filter when onti uously. Intermittent tter allarms m y indicate surge ffiows or ai irr'pendiintg contain uoushe filter shall be serviced alarm. the The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds s1/3 hall a liquid volume of the maintenance personno Ivise the owner of tank. If the contents of the tank are not removed to maintain lesssfthannmmaxximumescum and sludge accumulation in the tank. when the next service needs to be performed The addition of biological or chemical additives to enhance septic tank performance is generally not required. Horn never, 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 t 3sted to verify proper and serviced as necessary. operation. If an effluent filter is installed within the tank it shall be inspected Mound and Pressure pastribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, a nndd tie man s all be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltratiae surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-Februay) dictate that the mound be heavily mulched as protection from freezing. TSS, and 30 mg/L FOG for septic tank effluent or 30 Influent quality into the mound system may not exceed 220 mg/L BODg, 150 mg/L mg/L BODS, 30 mg/L TSS, 10 mg/L FOG, and 10" cfu/100 mL for highly treated effluenL Influent flow may not exceec 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 should be comps;-ad to the initial test flushed of accumulated stalls at least once every o18 rifice months. has occurred and ~ cleaning is required to maint Sin equal distribution when the system was installed to determine if orifice dogging as occ within the dispersal cell- Pocxiisig levels shag be reported '.o the owner, and any Observation pipes within the dispersal cell shall be checked for effluent Pondi ng. levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. ContingRM Plan If the septic tank or any of its components become defective the tank or component shag 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) st all be nimediatety repaired or replaced with a component of the same or equal performance. If the mound component fags to accept wastewater or begins to discharge wastewater to the ground surface, it ~l be repaired dispersal replaced in its present lotion by irraeasing basal area if toe leakage occurs or by MmOving bbbgi~Y dogged aO~1On and media, and related piping, and replacing said Components as deemed necessary to brag the system into proper ope acing condition. See Page 5 of this plan for the name and telephone number of your local POMYTS regulator and service provider. Pre41reatnwtt Units The information and schedule of marwagement and mainteusce for prefteabrient devices such as aembb treafi rient units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. `t WUA A. ''Wif W Page 6 of 8 Project: NI ~~r &MAL -TM-#JX 1 10.14.-A 1rf HEI D CAPACITY CURVE PTR 1i1tA,'TE Efi1_toq -W [1!NA1 oK. MODEL 152/153 ----I--- w _ LM L 15.2- 153 so Fret Net+x~ +.:csl_ ~ (~1.~ rr3.~ L~::+s 153 5 A6rz y- -31 12 40 t a31 71 151 a`: 1 --:1 20 6.1 44 167, 52 1 1~p 7.6 34 12'9 42 ~i-.-g; 0 30 9.1 73 2 ?7 3.• . c 5 7bV 2o Y, 10.7 22 ~65 40 1G- 1~ck mm- _sab R ~tt_baa wit? R tt3.42a1 a+asre O 20 40 60 iD 100 GAi.LOM UTERS •N 06 1 240 3211 mlow J PEl' umTE r COMI .T FACTORY FOR WEC#AL APPLMTM • dWk% s ate a I'll a d sllppkd ~1 E` ' an a12tlA. • var4 tt kvd coliot s are af~alaGte for aoriotfng $bl*pltm l • Doubte pkjgtbeA >rafiabie IBvd boat ate arapable fw%mgbw teMet wo atd shod gvft cwimaW. T I l • Seated cidt.6ooc awi to fiol• told[ W&RAWL see HAMM • over 130•F (om) MOM ftuoritfuff,fxileed 153 Series tz i/= _ ~ ~ NiriZ ; 1f5 Men, E3 f- ! 2s3 - 5 1/8 i8 i 1 Atb _ as Rid 2at3 1 i E1St 2~ 1~ ~Mfar+ 43 1 t 2ar3 _ t.. 1 sma zo 1 _AM ! 43 i~dudd 2W3 trL3 18 7 - ICoa , las i _ 2v3 .N1t15353 ti5 _f lydsM~ 1t5 Yefded 2m3 S@.~ ~ ``Ema ~ IE t iro 53 1 2wr3 i,.„eE151'~2li t_ -Md~ S3 trrMtkd ' 2v3 1- ~t=®il~!l~l9oaRsrirlor+do~6iepig~0act.ar~lele~dbit Siff. 1literlEt i~tDf7I_ ► 2 See FN" for acted oloft d BecblcI Atlea A E4%L AN katolYiM of aaMbd-l pMKIiR1 Miq Aodd a* iom IV a wed 3. lt4fittlieleldmnad ad l* 14i02bmdn acm*d adlaitr Iicm=d dod*bx Ai eter~u i - wl sat mW atda sfetfd Ot drtlrrwdtnda " !I fAe =M SP~1' rouexDiaimAEb kCdw9lMaidtlW0=pidoaal32MyMdit tpAU10964). of bitstSitrrt RESERVE POWEEM DESIGN Ax wwwjW oof► Mi m s a ieseMe 9*4 factor is engineewd i dD tiie design d emery Zoebv pump. tr ti6i+ttClra+suf.. l.0 A 3WW&3 xFdMmMwAW ~alca ;o4wrRrtwv.w Amur, Plot Plan Page B of g Property Owner NIA L EM A • ~'uRC~+is~' I"=4Qft Legal Description -SW /y OF TKE NW 5EC, z? (C"Pt where noted) \ = Backhoe pit '7ZgA 'RISW, --ro wJ OF 5, eROI C(?tW'CX; W :be,0A9S i Rl - AO " r 3 PG w l ii ~jqi•~ R Vol L} A.;.'~`" IDS! Site Location: sNKq►R X SifE5 Oct-'9-201:0 0154 P,4 s, Croix Co:rntj ?lan/Zen rng 715.386-4686 t i S'I'. CROIX COUNTY :SEPTICTANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Btlyer - L , • Y r.i Mailing Address r7 All Property Address r (Vtritiratinn tired Pla:rning & Zoning Dopartrncrrt forncweonsutitoticrm) City/State parcel Identification Number Lj 40 5 - a 2:- f7,6 08 t? n~scltr~Trtily Propel°ty Location . `t4 , Sec. '30'T N R _W. Town of Vy Subdivision Plat: ~ Lot # Cerdfled Survey Map Volume Page # '4~srrnnty Died # (before 21747 Valente page Spec house yes j Lot lines identifabin • no -11 SYSTEiVI j'~~AINTENANCE A,IVb I~1R C laZ ATI .N Improper use and maintenance Of Your septic system could result in its premature failure to handle wastes, proper tile maintenance consists off-pumping out the septic lank every three years or sooner, if needed, by a licensed pumper. What you put info afr respor at bilities areect the specified function of the septic tank as a treatnisrit Stagg §Co n ni. 83.5?(l) and in Chapttr l2 St~ Crox county Scan tarysordinance. r maintenance Tire property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, sighed by the owner i:nd by a master plumber, journeyman plumber. restricted plumber or a licensed pumper verifying Brat (t) Site on-site wasiewaler disposal sysrenr is: In ireoper opcratiqu condition andior (2) after iiispection and pumping iirnecessiny). theseptic tarok i!1 less than 113 Rill 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, hercia, as set by the Depar tint of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be compitted and retumed to the St. Croix County Planning & Zoning Department within 30 days of the three ytar expiration date. I/we certify thst all sta t this form are true to the best of my/our knowledge. Uwe trojore the owner(s) of the property described above, by roue of a rranty deed recorded in Register of Deeds Office, Number of bedrooms SIGN AT A PLI , NT(S} / I /S TE DATE ***Ary information that is nimpresented ;ray result in the unitary permi` being revoked by the Planning & Zoning ?deportment. Induce with t'ris application a recorded warranty deed from, fire Register of Deeds Office and a copy of the certified survey mop if reference is made in the warranty decd. (REV. 08/05) E F 6 _ µ-0. 5P5 Yom' 4'S' 6 _ ~a Ile °E " ~ ~ 6 Re Ie I~`~ ~ •R I~ ~y`~ Saz z s I t $~Id I b '~'a a: f t~ b ~ ~ III ~ i o €'=1 ~R ~ I'~, In I ata~ 4- i 613 9 _ _ t*4 y i ~T I b b ~ L 1 a ~ Ip I I s' Rd b d~ I II Jb p ~ I , rzk I I ~I P~ ~ ~ i pppppp~ ®i s Ii e "ILL / S I I ~b ~ I I ~I € b III Ia~I I [ 'q at'4 11'-°` °1Y YJ-101[ e FPFkf~~FF~~°x € s R i t F~ i~ E E S p~ z g~ 3~~ 611 R F e F R F E t ~~@@~ E Ea ~ F e i! i E R 6: ~F 6 ~ 6~ Fps g ygg { 3 i 3 i 8 EE, 7 i- V,E - " ' i E SE s g ft gR51, E> GtJ BUILDERS L~J W i i oR it~y ~ R~§t~ c 1°311 1 LOT 4 SOUTNPOINTE i~~~~i a ~~~~i('~~~~I~is! ~ r I i - - I - - iR II . h ~ 'I ~ f Y Its - ' - - - <•-r IG I Y-i ~ I I . I: c - to 1 1y li - - - ~I s' - f ¢ b E 8E4 F €Ss ~ ¢ € 3 g ¢t¢ y aai`` ggF 31 ~ ~ ~ ~ ; ~ j; ¢1~668668¢ggg3 C4J BUILDERS € € 6 lit N i 18 ei€ ~ pg333 P3 ¢3~P¢3 ~ LOT 4 SOUTHPOINTE € 6 ~ - ~~6 € 641=t'~~~~~ e t s Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 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. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. ~Z) , Please print all information. Re ' wed 2 Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location ❑ ■ VALLEY LAND CO. INV. PARTNERSHIP, LLC. Govt. Lot SW 1/4 NW 1/4 S 27 T 28 N kR1 EE (or) W Property Owners Mailing Address Lot # Block # Subd. Name or CSM# ~ "3 526 Troy I City State Zip Code Phone Number []City []Village ■ Town Nearest Road River Falls, WI 54022 ( ) NK Bjerstad Lette- Cj-, 450 or 600 El New Construction UseEj Residential / Number of bedrooms 3 or 4 Code derived design flow rate GPD Replacement 0 Public or commercial - Describe: Parent material outwash Flood Plain elevation if applicable ~ General comments Mound System 0.50 ft. sand fill 0.61oadi rate RE`i and recommendations: ft. - APR p 3 2007 LST-CROI LIuu`~' Boring ❑ Boring # 45 Q Pit Ground surface elev. 926.20 ft. Depth to limiting factor M0.60.8 Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roin. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-6 ±IOYYR2 R2/1 sil 2fgr mvfr cb 2vf2 6-20 /1 -sit 2fabk mfr as lvf-m 0.6 0.8 20-27 10YR2/2 sil 2fabk mfr cs lvf-m 0.6 0.8 7.5YR3/3 sl if--msbk mvfr as lvf-f 0.4 0.7 4 27-45 5 45-59 7.5YR4/4 c2f 7.5YR4/6 scl Om mfi 0.0 0.0 6 Boring # ❑ Boring 925.78 36 El Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication 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- 6 7.5YR2.5/1 sil 3fgr&abk mvfr as 2vf-m 0.6 0.8 .41 2 16-1. 7.5YR3/3 sil 2 pl mfr cs 1vf-m 0 D' 0.8 3 19-30 7.5YR3/3 - sil 2fs mfr cs lvf-m 0.6 0.8 4 30-36 7.SYR4/3 sl lfsbk mvfr as 1 of-f 0.4 0.7 5 3642 7.5YR4/3 f2f 7.5YR4/6 sl l fsbk mvfr 0.4 0.7 * Effluent #1 = BOD > 30:< 220 mg/L and TSS >30:5 150 mg& * Effluent #2 = BOD < 30 mg/l- and TSS < 30 mg/L CST Name (Please Print) ' ature CST Number Ma Jo Hollister Hollister's Soil Testin & Design) 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 02 - 13 - 07 (revised 04-02-07) (715) 426 - 1775 . f Valley Land Co. Inv. (Lot 1) Parcel ID # (Pending) Page 2 of 3 Property Owner a Boring # ❑ firing 927.36 ✓ Pit Ground surface elev. ft. Depth to limiting factor 43 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 0-7 10YR2/1 sil 2fgr mvfr cb 2vf-m 0.6 0.8 2 7-15 10YR2/1 sil 2fabk mfr cs lvf-m 0.6 0.8 3 15-30 7.5YR3/3 1 2fsbk mvfr cs 1vf-m 0.6 0.8 4 30-43 7.5YR4/4 sl lfsbk mvfr as lvf--f 0.4 0.7 5 -45 7.5YR4/4 f2f 7.5YR4/6 sl lfsbk mvfr as 0.4 0.7 6 45-50 7.5YR3/3 fld 10 5/6 sl Om mfr 0.2 0.6 Horizon 6 has some rock fragments & sl is a heavy sl. Boring # !J Boring F-1 Pit Ground surface elev. ft. Depth to limiting factor in. Soil ~iplication 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 Boring F-1 Boring # Ground surface elev. ft. Depth to limiting factor in. Spit Soil ~Eplication 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 = BODS > 30:< 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 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 (R.07/00) Page 3 of 3 ufl 3Z MARY JO HOWSTM CST - ui IF 9 C,lS,E.1'k WN75 MTH Ave. N e. I I ®a10o RIVER FADS VA 54022 ph. # ?15-426-1775 $YKppA LANE Y/W.tTAWrU W. MIY AYMCIIVtKJt11Y. LIC:. Lot ma -am wr4 SW 1/4 OF THE NW 1/4 OF SECTION 27, T28N tOT1 RIOW. TOW OF TROY, ST. CROIX COUNTY. ~ WISCONSIN. . tLT: SOIL BORING " = 40' ~ mod BENCHMARK -VP CF SCALE IN FEET 1 ~1 REv3~ 40 0 40 - / 1 w _ 24.36 1 927, • ~t LOT 5 9 6.20 9 6.31 S -i C)Om r ~N I OACvlm> i Q • grs+j0mCl N 0 _ ~Zm Uc ym r Z0 ~m N UU'~ ;Cpp ;Cpp nOp C m On~~~~ v1 02 C O_ rr~ AZ:, m2 gZ < Zv2>-~ 0 oa, m m' mAg A A O d >~AmCmn p f*1 a ~Zr°I i~g mZ c 5 ~;~og$ z THE EAST-WEST I/4 LINE OF ° m c nx m v 0: ~ m z c m mn 0 cm N d< I Q REFEREN EO 8TO THE ST.2CROIX AS \ < , > m m m ^;Q ~i Dx rn $ In 1711 COUNTY COORDINATE SYSTEM 0 c '00 or Cy O p A °yn mm OD N A 0(A OV; Z xx O m U N m n N > v O S m y N N O + r r r r r o, 0000 0 1" 'O v0 A<7A 0 0 00 n0 2A OOi P G N ~ ~ C f0 m V CD U P G N ~ C C C III ;D !n o \ m V n .1 C V O1 IO tp N N G P m N rO C. U V O p ' P 4 1 O U U +I W O a ppO ppO ppO p Op p Op 88 a s aNi p r p i U, \ UGIO° m V ~00000~IO°Ni03 C COv w .iS A 4 (b V P N A O P A A> C) W 1 f~ ~\'r WOGO V v UP NOD VN7 r O> rn'I N wnStj4:Ul~+vnS4wtidni.o 3 Ip A m (w .O•` ~O~• OION V N 4k .r N010 C IO rn~ o g U 0 N f P ± uC ti o fP\ O vO GONG OD SI$SOS ^O '~ZS 0,4 f ' ' m rj ' ~.?41 \ NIA oZZ Z Z (A N (A N N UI IA IA 0 m 0 r 1 = 0 W y VI A IO W W U V INC N U U co V(A j O frn 0 m ~f\ mrnrnrni3po"dg4:tja=S(Nj n z ~Vf ire ~~:1, ...fA i O mS 20 V A O N O U G Op x IA i 4%. v 99 fUriUf m f•1f i f f Se' N ~A M cm > O VI • ;~25' ' a\ c ;G0 A V V 0 P NN NNr m M'Il 1 G A 4~'N~I IY V POtA ODOI.+tI!O P IOGN~ S N ~E{. tY i C~ 1 i Z O p P N N J., f.+ P~ v~ U Z X V U Io ry~f:. 10 OUNU(A AOVDG+W7Gm C _ Z~ U ,j.~ J r '•I G OI m U V N A N N N N N r> Z -7 V A PtH{-,"~OUOI p+iOUO N N I i• 23 I A T N Op U m 01 U O OI N U N O m=^ . U N412 2 VI UTANNIA UI IA -I .y N N j..,; ~VI I OI l CDNU {y 4AO pp A 01 A p O (7~ < OD s_ y 0 IO OU GA V IG 9 J 7 N V W mU ' Q~ O~I g V O V N OAI S: Is Id at 40 0 1J to ± A A Z VI m ~a F t1:0 U, °U 1 ® 'D 7 O O Op U Ui U U G U tNo U N to 0 ID .r. i i O .OO ~~'a m U Ip A Of A Ip Ip m 4 OD OD m Z o ? Q ~i-' ri ni niri~':if f ~a 2 A ?CJ1 C rn N Vl -i ~O i NV1 V/ 2 ZN 2 9 LA 2 N V) v (A:1, ~ o loo+vlo~v_~~iU~ol°io ~ a ;a i r3r3tA AtntFpd~nSo P° Cr ~ 1"'; . t~;N rnmcny vNVO+wacirnrnu^ 0' s~~ 1 °a°a°IOe~.wloUn U0% 0° 0 W i ..i S ~f>E. . . . r 25r A' % ~f. N ~ `~s ass \ U In op C `.r N0019'09"E °oN1-C C f~l ~r i0 p m I9 rs. EAST UNE OF THE SWI/4 OF \ (1OS1 N -oN,-- N THE NW1/4 (CITY OF RIVER zf m r x> N it oo. qFALLS MORATORIUM LINE) U N ~oA N ~.u o f iq 9E (0-L OF PROPOSED. C-S.N. "M m m A N ~DQD ~z~A 0 N Nn n V SHEET 1 OF 4 = hw~ A 23 5~y Parcel 040-1105-70-000 04/10/2008 09:32 AM PAGE 1 OF 1 Alt. Parcel 27.28.19.422A 040 - TOWN OF TROY ST. CROIX COUNTY, WISCONSIN Current X Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 10112/2007 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - VALLEY LAND CO INV PARTNERSHIP LLC VALLEY LAND CO INV PARTNERSHIP LLC 523 WESTRIDGE CIR RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description " 154 BJERSTEDT CT SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 2.445 Plat: 5463-CSM 23-5463 040-07 SEC 27 T28N R1 9W PT SW NW CSM 23-5463 Block/Condo Bldg: LOT 01 LOT 1 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 27-28N-19W SW NW Notes: Parcel History: Date Doc # Vol/Page Type 10/12/2007 862274 ARTICLES 10/12/2007 862271 23/5463 CSM 05/01/2006 824048 EZ-CN 06/16/2005 797839 2824/165 WD more... 2008 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/25/2007 Description Class Acres Land Improve Total State Reason Totals for 2008: General Property 0.000 0 0 0 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 Wisconsin 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. 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. Re Date Personal information you provide may be used for secondary purposes (Priva . 15.04 (1) (m)). 7 tJ Property Owner ~E' G P perty Location VALLEY LAND CO. INV. PA THE IP, LLC. vt. Lot SW 1/4 NW 1/4 S 27 T 28 N 8 EE((or)W Property Owner's Mailing Address 2 200 L # Block # Subd. Name or CSM# 526 Troy p'R ® 1 (Pending) City State Zip CodeX COUNTity []VIlage Town Nearest Road River Falls, WI 54022 ~(PhoneSTN ) NK Bjerstad Lane New Conetruotion Us@ Residential / Number of bedfoom® 3 or Code dewed du 4n flow refs 450 or 600 OP® ® Replacement ■ Public or commercial - Describe: Parent material outwash Flood Plain elevation if applicable NA ft. General comments Mound System 0.50 ft. sand fill and recommendations: DUE TO FROZEN SOIL CONDITIONS, THE COUNTY HAS REQUESTED THAT THIS SOIL TESTER VERIFY SOIL STRUCTURE AND TEXTURE BEFORE DESIGN IS COMPLETED TO DETERMINE LOADING RATE. Boring # 0 Boring Q Pit Ground surface elev. 926.20 ft. Depth to limiting factor 45 in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef1#1 *Eff#2 cs 2vf-m 1 0-20 10YR2/1 2 20-27 10YR3/3 - sil 2fabk mfr cs lvf-m 0.6 0.8 3 27-45 7.5YR3/3 - sl If--msbk mvfr as lvf-f 0.4 0.7 4 45-59 7.5YR4/4 c2f 7.5YR4/6 scl Om mfi 0.0 0.0 6 ring # D Boring 925.78 36 Q Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication 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 0-16 7.5YR2.5/1 cs 2vf-m 2 16-19 7.5YR3/3 - 2mi cs lvf-m 3 19-30 7.5YR3/3 - sil 2fsbk mfr cs lvf-m 0.6 0.8 4 30-36 7.5YR4/3 A lfsbk mvfr as lvf-f 0.4 0.7 5 36-42 7.5YR4/3 f2f7.5YR4/6 sl lfsbk mvfr 0.4 0.7 * Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 ni * Effluent #2 = BOD < 30 mg& and TSS < 30 ni CST Name (Please Print) S' re CST Number Ma Jo Hollister Hollister's Soil Testing & Design) 224832 Address Date Evaluation Con ucted Telephone Number W9875 690th Avenue, River Falls, WI 54022 02 - 13 - 07 (715) 426 - 1775 Y Property Owner Valley Land Co. Inv. (Lot 1) Parcel ID # (Pending) Page 2 of 3 7❑ Boring # ❑ BOri927.36 43 ■ pit Ground surface elev. ft. Depth to limiting factor in. Soil liption Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef1#1 *Eff#2 1 0-15 10YR2/1 - cs 2vf-m 2 15-30 7 5YR3/3 _ 1 2fsbk mvfr es lvf--m 0.6 0.8 3 30-43 7.5YR4/4 sl lfsbk mvfr as lvf-f 0.4 0.7 4 43-45 7.5YR4/4 f2f 7.5YR4/6 sl lfsbk mvfr as 0.4 0.7 5 45-50 7.5YR3/3 fld 10YR5/6 sl Om mfr 0.2 0.6 Horizon 5 has some rock fragments & s1 is a heavy sl. ~-l - ❑ Boring # n Boring 13 Pit Ground surface elev. ft. Depth to limiting factor in. Soil liption 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 9 ~6FIfl~ Boring # Ground surface elev. ft. Depth to limiting factor in. Pit Soil iption 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 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS a 30 mg/- 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-8330Tftt (R.07/00) Page 3 of 3 + MARY JO HOWSTER CST - Uc. # u'1 W9875 690TH AVE. N UPI' 9 C.S.M. I" RIVER FADS. WI 54022 8.21 ph. # 715-426-1775 $1fICORA LANE i VALLEY LAND CO. INV. PARTNERSHIP. LLC. Lot PROPOSED CSY wr4 SIN 1/4 OF THE NW 1/4 OF SECTION 27. T28N R18W. TOWN OF TROY. ST. CROIX COUNTY. fora i WISCONSIN. SOIL BORING SCALE IN FEET 1" = 40' , BENCHMARK MVP CIF ' Li -SOMW r-EAI, Co) 40 0 40 ~.alc C'E 24.36 < 925 8 927. LOT '9 9 6.20 9 6.31 44