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HomeMy WebLinkAbout040-1303-00-035 Nisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 552333 0 rGENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). Permit Holder's Name: City Village X Township Parcel Tax No: Dado, Michael & Diane Troy, Town of 040-1303-00-035 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: t 22.28.19.1770 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURE CAPACITY STATION B~ , HI FS LOEVQ chmark Septic 3 AM 4 6?/2c,"r c, 130,e 3~ O /U3 Dosing w Alt. 9 d a c3 t~; 4, 0 4-1- 17',1 45 a - L~-- Bldg. Sewer 92. 1 I Z4, C ~C.J T Holding St/Ht Inlet ___-4- ~7 ` 3 I! TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/ WELL BLDG. Vent to Air Intake ROAD Dt Inlet 0 Septic Dt Bottom Jc ~ Dosing Header/Man. 15 Aeration Dist. Pipe z Holding Bot. System q/62Z.2 Final Grade PUMP/SIPHON INFORMATION ~ Manufacturer Demand S~t C ver GPM (1 . Model Number I ~1 4,75 ?7. bs TDH 11-ift riction Logs System H'd~G TD1Jj.,S,5 Forcemain Leng~ / , CDiiaa. Z it I Dist. to Well / i SOIL ABSORPTION SYSTEM 473 BED/TRENCH Width Length No. ka s PIT DIM SIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS /X is SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type O stem: /a /aZ. UNIT Model Number: 1j {4- DISTRIBUTION SYSTEM 0t) AC.. Header/Manifold 11 Distribution ! x Hole Size Ix Hole Spacing 1,5(, Ve o Air Intake Pipe(s) 2 Length ~O p Dia /1 ZS Length 43 is 1 Z5 Spacing 3 • M SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only t Depth Over Depth Over xx Depth of 1xx Seeded/Sodded Jr xx Mul hed Bed/Trench Center Bed/Trench Edges \ Topsoil ' / Yes 0 No s No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #11: -11'2--- Inspection #2: Location: 236 Walnut Hill Way River Falls, WI 54022 (SE 1/4 SE 1/4 22 T28N R1 a nut i Farm aka The T ute Parcel No: 22.28.19.1770 1.) Alt BM Description ~a- 2.) Bldg sewer length - amount of cover Plan revision Required? Yes No ~Z I Use other side for additional information. SBD-6710 (R.3/97) Date ICert. No. nrjf- cu lc 1c:cclu nul1Isuer--s aoil IesLing tl~-rcb-ltt~ P.c Plot Plan for Site and Soil Evaluation Page ~ Ofd Property Owner /~.J) CHA EL &AA~e J~Abi) 1"=40ft. Legal Description (except where noted} (0<15 a i --A--y4 pi. Tom . 5 2z, TZgfJ, RlgW~ Dwn) o~ - Backhoe pit . 2D 57'. t u ail Ae-X s Z _`~r GRD J~ t",~ n~?Y 71T ~K~c,a ^5 At `forth vaBW' ~(j Pt.- Jy~, `QIvS y0tor 01 3 ID' .J 0.. Z ell y .t T 4Q z y ao° vy Z" say era 0 00 E~g fry Mrt~~! r TIC TM'12- . aBZ;~ rE~ rNew V,,,Ss -a-ap su;WaY Z -IU-G3 splKE _ 97.x', Al 14-1 z TOP OF-&%o P + L r q Ggo . TbR cCC-CTR rC Ba .73' ~ oD. Dp' l~ 3y Mr E. ZZ Ipd. TR, 6x6 PP, N - -f( commerce.wi.gov Safety and Buildings Division County ,rte toa,AueE.~lruBawC X 201 W. 9 Z fd7isoonKMWED Sanitary Permit Number (to be filled in-by Co.) 4 IsG4'11'* 55 Z 3 3 Departtttertt at Coattneros 23 State.Transaction Number Sanitary Permit Apcati7 in accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission this form to the appropri ate governme I unit is required prior to obtaining a sanitary permit. Note: Appli lion fob ~(~QJbWTS a Project Address (if different than mailinutIacJ~ess) submitted to the Department of Commerce. Personal information ytt®!V~FF~~d N -purposes in accordance with the Privacy Law, s. 15.040)(m). Slats. b 1 . I/7 u t/c^ 1. Application Information - Please Print All Information Property Owner's Name Parcel # ZIA Property Owner's Mailing Address ~ Property Location G- o y4-( ~p LZ C t"a- Govt. Lot C City , St to Zip Code Phone Number 5 6 y., > e y., Section ? 0 60A f W ( o16, T Z 9) N; R (circle one E 11. Type of Building (check all that apply) Lot or2 FantilyDwelling-NumberofBedroo mkzz~_ Block ~TtZ-fU l~'~ ❑ Public/Commercial Describe Use. I 6❑ City of CSM Number ❑ Village of ❑ State Owned -Describe Use / N D ~ .Town ofy Q✓ III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. XJNew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued / Before Expiration Owner 4= 4 IV. Type of POWTS System/Component/Device: Check all that apply) r ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. ofsuitable soil Mound < 24 in of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis ersal/rrea ent Area Information: ,k • Design Flow (gpd) Design Soil Application Rate( so Dispersal Area Required Dispersal Area Pn%\ System Elevation Y.~0 , ' b i2~ Aso . VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units d , New Tanks Existing ranks y ? w w Q a~...s Y Septic or Hqlding Tank 1~a-r Dosing Chamber Vj (Js(/ D O ' C K/ L` VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plpmer's Name (Print) Plumbe 's Signature MP/P Number Business Phone Number fl c-VL 71..x- z 73 XP Plumber's Address (Street, City, State. Zip Code) /7 2- 6- &-044e-- ~viG 5- ~Q VIII. ount /De artment Use Only Approved ❑ Permit Fee Date ued Issuing nt Signature ❑a rverDenial S Z5 / [X. Condit ,"4EAJ)PIAN Reasons for Disapproval ~r0 I _ /1 1. Uptio tank, effluarit filter and p t S r tti I h- _ E•eikF{ l dispersal cell must all be servk:es l maintained • P L✓/1 ~5 /~u "1 fir" ; as per management plan provided by plumber. AIL I / 2.Aatl: back regt*ements must be maintained as W- SPONgbile code / ordinances. Attach to complete plans for the system and submit to the County only on paper not less than g I1 2.x I 1 inches In size SBD-6398 (R. 01/07) Valid thru 01/09 nr+I- GU 1G 1C: GCj+ r101115Lef" 5 x011 1 e5L1f1Yo l10-~FCb-1 ! !0 f~. C Plot Plan for Site and Soil Evaluation Page ~ Ofd Property Owner t~`1 I UM EL O )AA;~: jl LW 1"=44ft Legal Description , r-ftrcffi (except where noted} CTry suT\ Z)T Tts 5 zz, zBnl, Rlawj Tawny 04-- l~ = Backhoe pit 72oyl s- crxlx- roLtk)T N~orth `ID VS Q ASP. ~~~oJ Q~ { J < 144 - aC ,Your` q 1- t' 4R 4)O `/y L" SQN, ~!D 0 oa Fo M•ria/ T t~~~ 'C>a^~~C z = pBz ~-rE~ ~NE~ -war- sur~ekalZ 'r P , ~ r ~ ~ a 50 ~1~ta sP1KE. 97.~j(, 6M14'1: TOP DFgkS~ "4o rbR CCZ-CTR fC Bd( .7.3' i Location: AGovL-~~~u.~~-nssu.u~ /oO.Dp' LAC 3y fI ^L' ~'r ``TTJJ F's TQi% P 15 N EPaxr.~rF~rom Safety and Buildings 3824 N CREEKSIDE LA HOLMEN WI 54636 3 Contact Through Relay www.dsps.wi.gov/sb/ S U www.wisconsin.gov ADO sSION Scott Walker, Governor Dave Ross, Secretary April 23, 2012 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 RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/23/2014 SITE: Identification Numbers Michael & Diane Dado Transaction ID No. 2072990 236 Walnut Hill Way Site ID No. 778287 Town of Troy Please refer to both identification numbers, St Croix County above, in all correspondence with the agency. SE1/4, SE1/4, S22, T28N, R19W Lot: 35, Subdivision: Walnut Hill Farm (Tribute) FOR: Description: Three Bedroom Mound System / 4% slope Object Type: POWTS Component Manual Regulated Object ID No.: 1366928 Maintenance required; 450 GPD Flow rate; 19 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD-10691-P (N.01/01), Pressure Distribution Component Manual - Version 2.0, SBD-10706-P (N.01/O1); 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. MVATE SE The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. ondl 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. IT The following conditions shall be met during construction or installation and prior to occupancy or use: DIVISION Of Reminders: • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of See. 145.135 and 145.19, Wis. Stats. SEE CORR • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • 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. s , MARY JO HUPPERT Page 2 4/23/2012 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 Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Gerard M Swim POWTS Plan Reviewer, Integrated Services (608)789-7892, Mon - Fri, 7:15 am - 4:00 pm WiSMART code: 7633'. jerry.swim@wisconsin.gov cc: Charles L Bratz, POWTS Reviewer II, (608) 789-7893 , 7:45 am - 4:30 pm Monday - Friday Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Safety& Buildings will be modified. Code references with prefixes starting with "Comm" will be replaced with "SPS" to recognize the relocation of the Division of Safety & Buildings from the former Dept. of Commerce to the Dept. of Safety & Professional Services. Additionally, all S&B codes will be renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. -IECEIVEL APR 0 6 2012 ~=-TY & BUILDINCS MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: MICHAEL & DIANE DADO Owner's Name: (same) Owner's Address: 2455 Oak Ridge Circle, #3 Hudson, Wl 54016 Legal Description: SE 1/4 of the SE 114, S22, T28N, R19W Township: Troy County:., St Croix Subdivision Name: Walnut Hill Farm (Tribute) Lot Number. 35 Block Number NA AGE SYSTEM Parcel I.D. Number. 040 -1303 - 00- 035 Plan Transaction No.: tonally Page 1 Index and tide OVED Page 2 Data entry Page 3 Mound drawings >Y AND ~IlIiDIf6G S 4%, V Page 4 Lateral and dose tank BA A Page 5 System maintenance specifications WU"° ~ Page 6 Management and contingency plan *SN DE NCE 3 Page 7 Pump curve and specifications Page 8 Plot Plan b Designer. Mary Jo Huppert License Number. 1859-007 Date: 04/05/12 Phone Number. (715) 426-1775 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01/01), and both SSWMP Publication 9.6 Design of Prfessur+e Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01) Version 5.1 (R. 06/06) Page 1 of 8 Mound and Pressure Distribution Component Design Design Worksheet Site Information (R or C) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 83-44-3 in-situ soil treatment for 1.50 Peaking Factor (e.g. 1.5 = 150%) fecal cohform of 36 inches. 450.00 Design Flow (gpd) 4.00 Site Slope 99.05 Contour Line Elevation (ft) 19.00 Depth to Limiting Factor (in) OAO In-situ Soil Application Rate (gpd/fe) Distribution Cell Information 45.00 Dispersal Cell Length Along Contour (ft) = 10.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/fe) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest int 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. 0.156 Orifice Diameter (in) 2.50 Estimated Orifice Spacing (ft) = 8.33 fe/orifice 2.00 Forcemain Diameter (in) 44.00 Forcemain Length (ft) Does the forcemain drain back? Y 90.00 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft) x 1.3 7.18 Forcemain Drainback (gal) 10.30 Vertical Lift (ft) 41.59 5x Void Volume (gal) 0.81 Friction Loss (ft) 48.77 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 29.08 System Demand (gpm) 15.66 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x x 1.00 1.50 x 1.25 x x 2.00 1.50 x 3.00 2.00 x 3.00 x Gallons/lnch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1000.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Manufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 600.00 Dose Tank Capacity (gal) Po ok Filter Manufacturer 16.76 Dose Tank Volume (gaVin) 525 Filter Model Number Wieser Manufacturer Project: MICHAEL & DIANE DADO Page 2 of 8 Mound Plan and Cross Section Views t :1/106 J Observation Pipe O A W B I L Mound Component Dimensions Down slop a toe extension made. A Min ft E 21.80 in H 1.00 ft K 10.16 ft B ft F 9.25 in z 15.00 ft L 65.33 ft D G 0.50 ft J 7.20 ft W 32.20 ft 450.00( ft2) Dispersal Cell Area 1125.00 (ft2) Basal Area Available 10.00 (gpd/ft) Linear Loading Rate 4.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.24 (ft) ---10 H G ♦ 1 I - F Dispersal Cell 100.97 (ft) Lateral 100.47 (ft)--► Invert Dispersal Cell Elevation D 4.0 % 99.05 (ft) Contour Elevation Site Slope Geotextile Fabric Cover Shading Key Ti Dispersal Cell See lateral details on Topsoil Cap ° c 1.5 ft Page 4 for number, size, Subsoil Cap a c 1a21 and spacing of laterals. asp as T Laterals are equally ASTM C33 Sand F spaced trorr; the ® Tilled Layer H0. ft Twicai Lateral distribution cell's © Aggregate ~ I centerline in the A --®r distribution call (AxB). Project: MICHAEL 8 DIANE DADO Page 3 of 8 End Connection Lateral Layout Diagram Centex the laterals owes the A&Bsmens~n Turn-up ,nlball valve or cleanout plug P Alltatera/s are dtnl~cal l4- X Hates drdled on the bottom of the latexal eQually spaced r' Laterals & torte main of PVC Sch 40 S (per COMM Table $4.3-0.5) foroe main connection wa tee or crass to manaold ar any point. Number of Laterals 3 Orifice Diameter 0.156 in Lateral Diameter 1.25 in Orifice Spacing (X) 2.56 ft Lateral Length (P) 43.52 ft Orifices per Lateral 18 Lateral Spacing (S) 3.33 ft Orifice Density 8.33 fe/orifice Lateral Flow Rate 9.69 gpm Manifold Length 6.67 ft System Flow Rate 29.08 gpm Manifold Diameter 1.25 in Total Dynamic Head 15.66 ft Forcemain Velocity 2.97 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per 300 and Comm WAC 4 in. min. Diswnnect Tank component is properly vented E-- Afternate outlet location Forcemain diameter Wieser Manufacturer 2 in. Capacityl 600.00 Gallons Volume 16.76 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 22.89 383.63 B 2.00 33.52 C _ Pump off elevation (ft) C 2.91 48.77 90.67 D 8.00 134.08 D Total 35.80 600.00 ♦ Dose tank elevation (ft) Bedding under tank. 90.00 Alarm Manuaaacturer Tank Alert Alarm Model Number HW101 Pump Manufacturer Gould Pump Model Number PE 41 Pump Must Deliver 29.08 gpm at 15.66 ft T D H Project: MICHAEL 8t DIANE DADO Page 4 of 8 Mound System Maintenance and Operation Specifications Service Provider's Name Darrell's Septic Service Phone (715) 425-1025 POWTS Regulator's Name St. Croix County Zoning Phone (715)386-4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 le 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 month Pressure System Laterals should be flushed and pressure tested eve 1.5 ears Mound Inspect for pondin and seepage once eve 3 ears Other Miscellaneous Construction an Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Tum-up Detail Finished • • • • . Grade v1 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution` Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: MICHAEL & DIANE DADO Page 5 of 8 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, detective, or subject to failure must be replaced. (Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pnosure 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 mum as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD5, 150 mg/l. TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BODS, 30 mg/L TSS,10 mg/L FOG, and 104 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contirmencv 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. Pretfealment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. [ AM OV L- le',131 ANA `PAS : l~ of 8 ITT GOULDS PUMPS Residential Water Systems. APPLICATIONS MOTOR Specially designed for the following uses: General: • Mound Systems • EffluenWosing Systems • Si • 115 and 230 votes • Low Pressure Pipe Systems • Basement Draining • Built-in thermal overload pretecdon with automatic reset. • Heavy Duty Sump/ • Class B insulation. Dewatering - Milled design. • High strength carbon steel shaft. SPEaRCATIONS PE31 Motor. Pump - General: • 33 HP 3000 RPM • 115 volts • D'scharge:11 WIT • Temperdwre:104OF (400Q maximum, continuous when • Shaded pole design fully submerged. PE41 Motor. P, 3400 RPM • Solids handling: maximum sphere. • • .4115 0 .40 Hand 230RPM volts • Automatic models include a float switch. • ~ ~n • Manual models available. • Pumping range: see performance chart or curve. PE51 Motor. PE31 Pump: • .50 HP 3400 RPM • Maximum capacity: 53 GPM • 115 and 230 volts • Maximum head: 25' TDH • PSC design PE41 Pump: AGENCY LISTINGS • Maximum capacity: 61 GPM • Maximum head: 29' TDH PE51 Pump: • Maximum capacity, 70 GPM • Maximum head: 37' TDH c ks Tested to UL 778 and CSA 22.2108 Standards By Cwedan sundw& Assodadw METERS FM Fue #trrsesa9 40 wooeY re,. rea. rs, -051 . _ j...t-._.. f -f F 35 Go" Pins is 60 9001 pagbisrmi 30 1 Fr s --r! 4- c _ t 25 r4-4- 20 r t s - ~ E S T H 15 t£ E 1 i , 4 4 10 v- I I. f.. r F's- 0 00 . t0 20 0 a0 SO 60 70 GPM a0 0 5 10 1s wAt CAPACRY r o~-~~~ boo) ,M,c i_ k b iAgE 7 of S Apr 20 12 12:22p Hollister's Soil Testing 715-426-1775 p.2 Plot Plan for Site and Soil Evaluation Page I, of 91-- Property Owner /~j I eHq EL ~ n ►A/~e Wit) 1»_40ft. Legal Description mss, w~u~n~ (except where noted} (.E> --e-y14 OF TfS g s ZZ, -►aw&) o~ = Backhoe pat y ~~S . 1Zo ~ d sr / u t ;~Ka~~c 7iT~ oTth ,G AJOV At+ pA .y D? 0 0t i" ~gLl. I! 2 OJAP, 3 lo' t' ~ y l~ a M ~ T y ~ FvO y L" ScW, 40 jo ~ < Mott A/ T CA rjl( aB2- ZNEu~ BMZ = ,.n sPJX6 : q7.% aM14-1 s TOP OFzkS 5o u-~ta p r 3Zq q~ . bR CcC-CM V- -13a .73' ite Location: ~~»-nssuM~ Loy by h~ Zz TR aNT6 Pfd - 04/24/2012 Qy:bS FAX 715 273 0444 NELSON-PLUMBING [ OOIi'001 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Ovmer/Buyer i Ke, + D tal?e- ~ a Mailing Address 9,36 W A 4JuT H111 wn Property Address a3 6 P 1K ter Al WA' D (Verification required from Planning R Zoning Department for new construction.) City/State gjve'~_ Parcel Identification Number LEGAL DESCRIPTION Property Location /4 , ' ~ V" sec. Z Z , T Z d N R W, Town of a Subdivisiou W AI t4trr Rill FAT'M-5' , Lot # Certified Survey Map # , Volume , Page # Warranty Deed # , Volume , Page # Spec house yes Lot lines identifiable ~ no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes- Proper maintenance consists of pumping out the septic tavk 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 Plazuiing & 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 foal 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 all statements o s form are true to the best of my/our knowledge. I/we am/are the owner(s) of the property described above, by virtue of arranty deed recorded in Register of Deeds Office, Number of bedrooms q/ 2S-1 c7 SIGNATURE APPLICANT(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * Include with this application a recorded warranty deed from the register of Deeds Office and a copy of the certified survey map if reference is made in the warr anty deed. (REV. 08/05) -J 89'18' 30" W -218.34~ JOINT v t T 1 _ w o- o co U'. O N 89'18'30E 217,73' I y I TI- S 89'18'30„ W 329.58' 52 I I 51 I cn I cr 6- - - Q 0 1 - N I oo' Iw 49404 S.F, c"'o, N w w I I I 1,13 Ac. ° 1 68 I I I L8906'05' E 329.63.12.5 ;.F. 48873 S,F, w 1 = l - - C, 1.12 Ac. m 1~~z j IW `'--1 IUD J ~ ~ fTl r 35 -P, Q~ 43.80' 206.35' 1 l00 45369 S. F. I Icfl M N 87'11'18" W 250.15' 66 00'. I L - 1.04 Ac. Ip~I~ - - - Nl 33' 33' 1 o I ~I N 88'15'54" W 329.90' D N39 I 53 l 21 301.13' I~I0 48513 S.F. I - - - - _ I 28.77` IcI)I( 1.11 Ac. / I 34 44747 S.F. 1.03 Ac. 0 Is, 2 0.15' z 88.3 5' 5 4 <9S9~S, - 27 01' W 228.50' 33 ~ w 47655 S.F. i ~1" W 228.50' 1,09 Ac. 9 s• 23 103.81' 2952, g28 26 \ 25 ` N 81-52'57"-W- 30 170-20' OI ° 47722 S.F. ) I 1.10 Ac. C- /0) * 32 29 45.287 S.F. N w 54475 S. F. 1.04 Ac. o \ 1.25 Ac. 31 _ - \ so\ I ~ryj 45409 S. F. \ .0 Ac. o\ 202.55' ~L 352.26 139.70' )S SOUTH LINE OF THE SE 1 /4 SE CORNER SEC, 22 ~S REVISED: 11 /06/03 SHEET 3 OF 5, fl i I~Il~ll~lll iff~fllflllll~li l 8049880 Tx:4036855 STATE BAR OF WISCONSIN FORM 3 - 2000 951202 Document Number QUIT CLAIM DEED BETH PABST REGISTER OF DEEDS THIS DEED, made between Citizens State Bank, Grantor, ST. CROIX CO., WI and Michael L. Dado and Diane M. Dado, Husband and Wife, Grantees. 02/22/2012 2:05 PM EXEMPT#: NA Grantor quit claims to Grantees the following described real estate REC FEE: 30.00 in St. Croix County, State of Wisconsin (the "Property"): TRANS FEE: 110.70 PAGES: 1 Lot 35 of Walnut Hill Farm, in the Town of Troy, St. Croix County, Wisconsin. Recording Area Name and Return Address: Title One Premier Group 706 19`h Street South Hudson. WI 54016 File 17540 Together with all appurtenant rights, title and interests. 040-1303-00-035 Parcel Identification Number (PIN) This is not homestead property. r ~ Dated this_ day of February, 2012. Citi ns State Bank/ * omas Van Pelt, President * AUTHENTICATION ACKNOWLEDGMENT STATE OF WISCONSIN ) Signature(s) COUNTY ST. CROIX ) ss. authenticated this Personally came before me this day of February, 2012 the above named Citizens State Bank, by Tomas Van * » Pelt its President to me known to be the person(s) who executed th foregoing instrument and acknowledged the TITLE: MEMBER STATE BAR OF WISC( 1 1~1 Pk,,F,'"o,~ (If not, P r,9•,~~ same. authorized by § 706.06, Wis. Stats.) ° 0 fAY ; THIS INSTRUMENT WAS DRAFTED BY' , e Michael H. Forecki = p~ G Notary Public, State o Wisconsin ' N'~ BL1 My commission is permanent. (if not, state expiration date: (Signatures may be authenticated or acknowledged. 664)a ro I'll eir signature *Names of persons signing in any capacity must be typed or prinftlnom t l N 1 of 1 QUIT CLAIM DEED STATE BAR OF WISCONSIN FORM No. 3-2000 $1m a~$ 0(3V C3 aNV'Ia V S NW ! 9 t4~~ _ I Rill, 1.1 1111. e m m n EVE ,4t4j:4 : ® c W OJOEO , .Yr~A , Ot B O 00000 C 0 0 OCIVO 3NVIO t 3XW ss2 p as ¢ a @ ~tf~y: tV i39§!ae F~rdla I3~ : e Sz!3anif19 r p ~ g6sep€t~3~3~~~°s~~egg~~6~ ~~¢dds~~ly~7i1 ~ °~"°"'"'m 3939~8rse~I'stee~~ ~~IF~s34Io ~3S33ezl~~ I A,x 4 .o,ar ,P,EI .9•,t ,9•,II .P,q .,a-.. ,..w _ , , J3~ .-a-.. : - 311,11,19 fill i - 1 S 4 i ~ .P,9C 4 ;a s a ~l3 J „ 4 ws 4 jws C ' 9 V 9 ~ 4 9 - .o- ,o-zc 1 99l VI 9~ °~P3gggy Yy~ ~ ! )Af997 Ei° t a:r'33;a II f~3¢ cq fl~ OQVQ 3Mv'10 > 3NW I - Fl S~CI"nns f f 6 M111 1 's$°s 441 3 g a g till 1~a s a a: s: a e ~ ~3 al g ~1 It ~333~ sf $~~~~~~g~ S .om .avc o 'r 9 $ _ a a* ~p a'v 11 9 y sC Y. s ~ p4 71 11L i .t f J 9 C ~?a V 3 ~ 4 3 g~ r f pp r ,a-.a a,s o-,ac 9 &o Z i P p~ s g e 4 g 9 ag ~ p 9 X i1 3. o A ,rzt ,9-,f y Q °~n J / +m Y T1 .z•,9 s. ~ ~ ~ ~ 335 ~ s a P 9' X t F ff4 o i 4 F Q J .P,09 i wlsconsin Dope rbriert rt ~ OIL EVALUATION REPORT Page I of 2 Division of 3atety and irw in ryry((~~ wah 85, V{Ils. Adm. Code ~ap0 e1A I~s'd>drt'8 County t' ST. CROIX Attach complete site on X11 in s¢e . plan suet include, but not and M" dieclim and pared LD• 040 -1303 - 00 - 035 perr;ert slope, sale or dfetance to nearest road. n. R Z-~ Date Personal information YOU Y be used for secondary Purposes (Privacy Law, a. 15.04 (1) (m)). Property Owner Pfoperty l ocallon ✓ MICHAEL & DIANE DADO Gowk. Lot 4 SE 1/4 SE 114 S T 28 N R 19 E (q1 y~y Property Owner's Mailing Address Lot S Block S Subd. Name or Csw city 2455 Oak Ridge Circle, #3 35 - Walnut Hill Farm (Tnbute) VMW ■ own Nearest Road Hudson, WI 54016 715 531 - 8167 Trw Walnm Hill Way 0 Near CorldruCtion LlseE) Resklenlial / Number of bedrooms 3 Code dwhW design Clow race 430 GPD Replamwr t a Public or comnlercigl - Describe: Parrot material Loess over till Food Plain alevatim if applicable 10" tt General oonsrisrta and Mound system - 1.42 & sand fill - 0.40 loading rate Additional pit required to move system area from previous tested area. This report is an attachment to the report dated Sept. 16, 2003. Soil on-site by Ryan Yarrington, St Croix County and Charlie Bretz, State of Wisconsin Waste Water Specialist Boring # a Boring o 0 pit Ground surface elev. 99.85 ft. Depth to knft factor 19 h soil Application Rate Horizon Depth Dominant Color Redox Desoription Texture Structure Consistence Boundary Roots GPQM IM murom Qu. Sz. Cork Color Gr. Sz. Sk 'EfM1 •EfM2 1 0-8 10YR212 - sil 2fgr mvfr cs 2vf-m 0.6 0.8 2 8-13 10YR4/4 - ail Ifpl mvfr cs lvf-m 0.4c 0.6 3 13-19 10YR44 - all Ifabk ne cs _ 0.4c 0.6 4 19-22 10YR4/4 fZf 1oYR4/6 sicl lfabk mfr - 0.2 0.3 Boring F-1 S Boring © pit Ground deface elev. R Depth to kniling factor in. Sol Application Rate Horizon Depth Dominant Color Redox Desaiptlori Texture Structure Considence Boundary Roots GPDr'IF h Mt nee Qu. Sz. Cont. Color Gr. Sz. Sh. 'EM1 •EM2 ' Ettluent #1 = 0913p, 30:5 220 my& and TW 40 < 150 ft& ' Ellluent 82 - < 30 mg& and TM :5 M mg - C3T Name a lesee Plitt) CST Nurnbw Mary,Jo Huppen oliistees soil T ' & MZ4L e9 224832 Address Dade Eialuation Conducted Telephone Number W9875 690111 Avenue, River Falls, WI 54022 63-0- 1 Z (715) 426- 1775 Plot Plan for Site and Soil Evaluation Page A of 3 - Property Owner All I CHA EL ~ L)1AAPE 2MO I"=40ft Legal Description w~~►~ ~+1~R~ (except where noted) (7m BUT /4 Of TtT, cl, 5 u, TZB~j, 19 W, ~0W&) D-F E) = Backhoe pit ay ~~S ZRo~~ ST. CttvtX. Ct~ua~2Y. North ,mew w C3 :j I. .09 4"5 ~ y 44. ~S' ara y BMAiz = TA- OF su YaR ~ TOP OF ~ So uzt+ pig b. sp1K$ q7.% 844A Zk-'C,'-t 9 ~ ThR ELZM ~ Ba .-7Y lte Location: A 130 vE6~ROdIAJ.D-~tssuM~c Cf+K L, tRS9v`T P W N Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County ~ Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel / percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Dat Please print all information. R ear t&T Personal information you provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)). N~~iN~i' Property Owner Property Location / y E (o c Govt. Lot 1 /4 St 1 /4 S :;~Sk Dr, Jo : Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# S S V lzr c~ r 3 3J Lc/~C- ( / n city State Zip Code Ph a Number ❑ City ❑ Village 14Town Nearest Road l ~ '•G ( ) /rte New Construction Llsq~ErResidential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material &9ei [JVf.✓ Flood Plain elevation if appli ble /,Z//X ft. General comments 8o rr c1 .)o 1aZ /ls 3 I a1z and recommendations: U 5- ' SystemType /7 T` O 1~L1 ~tifX System Elevation L50 ` ❑ Boring Boring # I F Pit Ground surface elev. dC) ft. Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I -8 / 312-A1,44 All,,O ,IV Boring # E] Boring ° 1 ~J a `r r J /3 / P 6 QZ 1l ❑ Pit Ground surface elev. ft. Depth to limiting factor in. oil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'E 1 •Eff#2 14D P"P5 (ll~ 3 Effluent #1 = BOD > 30 1220 mg/L and TSS >30 < 150 aVC) ' Effluent #2 = BOD 130 mg/L and TSS < 30 mg/L CST Name (Please Print) S' CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 2 _ ` Z 715-246-4516 Property Owner _ Parcel ID # Page of Boring # 0 `Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring Boring # Ground surface elev. ft. Depth to limiting factor in. F-1 ❑ Pit Soil Application Rate Horizon ')epth 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 > 30:5 220 mg/L and TSS >30 1150 mg/_ ' Effluent #2 = BODS < 30 ff9L 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-9330 (8.6100) • ~1 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page / of 3 Division of Safety and Buildings in accordance with Comm 85. Wis. Adm. Code County sT. G~ O/ •V Attach complete sib L v ~N include, but not unt EROSION CONTROL PLAN must be Parcel I.D. P ND~~ Percent slope. scale completed before sanitary permit issuance b Re ' by ~ a personal inforrnabon you provide may be used for secondary purposes (Privacy Law. a.15.04 (t) (m)). 7 / Property owner ~ TeOD,D) PrD~~ OL~ ZB ro pD T- /o Govt. Lott 14 J, 1/4 N R /f J E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# !cot Ca Ili LL ve • 35 tvAi- vor Kill fA-R [ ~ City SA.PWR State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road 611906 t~73 MN 550 We ( &51) Zy8• Of -rRoy So. t.'3-10018 0 New C n ucbw Use: l~ Residential / Number of bedrooms Code derived design flow rate ~ r O a GPD ❑ Replacement ❑ Public or p~ al - Describe- ~ Parent material IO EU 5 oat,- a j-.,u 2 2s/ Flood Plain elevation if appricable t General commepts -IF and recommerm"A , 4Ae,¢ 7-5;557- &-D k-A S 7''z'~j ~S/•~ G--- j~ S~ ~v c~ 7C: 4-~ o-/v i # 0 Boring 2 sss. Ile- N? a ® Pit Ground surface elev. O0 it. Depth to rmitirg factor - in. Rate Sol or, q Horizon Depth Dominant Color Redox Dwxdp*m Texture Structure Consistence Boundary Roots GPD/f~ in. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. *M1 'Eff#2 / o-(, 100 313 5L ~fs/jk S cqj Z f • G w 2, /n•~ /DV 511 %A / Gi C /f Z 3 3 •Z/ /6 re 3/ 5141, 1400 -/1 dr - 0 Z S. S. S' . . 2 kg# Boring /00-/0 ®pit Ground surface elev. ft Depth to limiting factor in. Soil Gcatiori Rate Horizon Depth Dominant Color Redgx Description Texture Strtxxure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh ~if#2 IN c - /0 le A/ iG /Y SSG, f 2.~ N Z 9 • l4 /D 5iG / ~s c . Z- N 3 1 - V 16 4 cur "2- 1k. 3/o 444 P MoT~5 SICJ O a 011 5M sf ' Effluent #1 = BOD > 30 1220 mg& and TSS >30 < 150 rrg& ' Effluent #2 = BOD 30 rrgA- and TSS 130 mgL Nwfiw Signature csT Name (Please P,* •R , w a R i C in.`( a~t• 3-7 5; Address Date Evaluation Con Private ducted Telephone Number & wage- ates s~--~/ .X03 715. 77P • 3 yy Z 2812 1 Oth Ave. Spring Valley, WI 54767 % P/X)5 FOR 4 OR0 x . yo..._ ~C5 y /o~S so • two oyo /'Ox oyp - /t~~G • zo • oaa oyo-/o81~• ~o•~ oyo• /0 *6 - 70. 4 j o yD - io8p 0*6 - oaa ~ GN 7- fig/// ,6itl-e q TO.PI? 131E e 5TEDT- P rfyowrter MarcellD# Ld 33' Z 3 Q BOMV Pap Of - ~ • s. S . 1--3---1 t Ground surface elev. ~ Depth to 2,2- WrftV t3cW x, Depth Don*Mt Cdol Sal Rate Tft*" strttchxe cortsiamwe Bounfty Roots C ~Off Munseff Qu. Sz. Cont. CoW Gr. Sz. Sh. 'Eti#2 o- ~6 ~ ~ SQL ~s cw Z . Z • 3 f If t-07-5 s YR S V L-j C_J t,J pit Gmund surface eteV. Depth to fn7itin9 factor Honzon Depth Dorrnn Redox tcahoit R Desaiption TextcRe She Consistence Boundary Roots M}aisea Qu. Sz. Cont Color Gr. Sz. Sh. .E -EffV 4j El Borim # Q pit Ground surface elev. it. Depth to limiting factor in. t-todzon Rate in. LTo Mn sse Red ox in- M ect Description- T" Structure Consistenoe Brutxtary Roots Qu. Sz. ConL Color lsr' Sz. Sh. 'Eff#1 TIM -ate F-1 c Boring # 0 1wrig pit Ground surface elev. it. Depth to WrAft facer in. -,vii Appikation Rafe Hortzon flepif► i?omk1ant CO(of Redox Descdp*m. Texttme Structure Consistence Boundety Root$ GPON Munsell Qu. Sz. Qotf. Color Gr. Sz Sh. TIM 'Eff#2 F4 Elfkwd #1 = BODE > 30 < 220 nV& and TSS >30 < 150 Pxft ° Effluent 92 = BoD < 30 nK t• and TSS < 30 mg1L 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 648-266-3151 or TTY 608-264-9777. SBrfl330(rL6+tl6? f/ -ro,PP 13 3*6 j->s re-©T- Rtopertyowner ParoeilD L0 •3 S Z 3 page of 3 Ground surface elev. Depth to rim IWng factor z Z ky 5.S,5-. RO`zon f?epth Dominant Colot Sal ication Rate Redox Desaiption Texture Structure Consistence Boundary Roots Woof In. Munseff Qu. Sr. Cont. Color Cir. Sz. Sh. 'Etf#i 'E- ^ SiG Z• ~ ftf JZZorS !GL C I ~7 a ' s YR S Baring ff ' ❑ 8cuin ❑ pit Ground surface elev. ft. Depth to fimiting factor tn_ Soif t torizon Depth Dominant icaiton Hate C.af Redox Description Texture Sbvcfure Consistence Boundary Moots GPDtff: In. f4t}aSSeII Qu. Sz. Cora Color Car. Sz. Sir. 'Eff#1 'Tcf#f#2 ~ II i II ❑ Ong ❑ pit (Around surface elev. it. Depth to limiting factor in. Sol Rate lion bePttl Dominant Color Redox Desafptlon- Texture Structure Consistence Boundary Roots G In. Munseff Ou. Sz. Cont. Color Sx. Sh. 'J*if#1 'Bft#2 r F S ring # ❑ Boring _ Bit Ground surface elev. ft. Depth to Uniting factor in. 5~ lion Rate hofton Depth ownkrant Cot Redox Desafpbon_ Texture Structure Consistence Boundary Roots GPOM In. Munsell Qu. SL Cant Color Gr. Sz, Sh. 'Eff#1 'Eff#2 Effluent #1 = BtJDg > 30 < 220 mglL and TSS >30 < 1W mg/L " Effluent #2 = BM, :j 3f) mg& and T,%:< 30 rrtgit The Department of Comrncrcc is an equal opportunity service provider and employer. If you need assistance to access services or II' need material in an alternate fotmaE please contact the department at 608 266-31 S 1 or TTY 608-264-9777. 1586-1330 (fL5uri0} a PLOT PLAN WALNUT HILLS FARM. LOT # Pg. 3 of 3 = Contour elevation lines. • = Backhoe Soil pits. O = Benchmarks set, maRKED WITH FLAGGED .lathes. 1/2" steel conduit pipes. I I _JQ 1 SCALE : 1" - (Lol 3L#/~ ` 100 501f : , N~ (33 AT q4's N 6 t SYS T oa,~a 05 -Pi It 161-35 ~z h On p,03