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040-1303-00-052
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 579006 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: city Village X Township Parcel Tax No: Westview Construction, Inc., c/o Aaron Clay Troy, Town of 040-1303-00-052 CST BM Elev: Insp. BM Eley: BM Description: Section/Town/Range/Map No: Z(v\J /K•JG fv~ '5T_ C~ 22.28.19.1787 TANK INFORMATION ELEVATION DATA (v.3 9 1S~o35 /6-6 TYPE MANUFACTURER .'y CAPACITY STATION BS HI FS ELEV. 3. ya oS• Septic Benchmark 4tte /6'5,4(40 A06 Dosing $ gQ~ Alt. BM ° d ; ~ G /sfos ~4 . 75 Aere ftm Bldg. Sewer 1z V-13 '94 z Holding St/Ht inlet Zf ~/~lo TANK SETBACK INFORMATION St/Ht Outlet \ O TANK TO WELL BLDG. ent Air Intake ROAD Dt Inlet AP/I_ I` / Q / Dt Bottom Septic 7 5a 5-4 111 Z7.7 Dosing Header/Man. 54 /6 7 4z 9V,9:17, Aeration Dist. Pipe 7•yz 9'U97 Holding Bot. System PUMP/SIPHON INFORMATION Final Grade (.4Z Inv Manufacturer Demand GPM St Cover Ir~~ l~„~ CpJ /✓r. /o~'"J c~ 9~ 7 Model Number Z7. 1 ~S3 a.I L TDH 11-ill Friction Loss System Head J TDH Ft ZI ' Zvi 1,151 •t. s5 7. 5 Forcemain Length Dia.Z it Dist. to well I - SOIL ABSORPTION SYSTEM /S. 3z BEDITRENCH Width Length / No. J~f Trenc s PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS b 11 e SETBACK SYSTEM TO P/L ~J BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type M 0 stem: / S7 UNIT v r~. 36 Model Number. LAR DISTRIBUTION SYSTEM [Heragder/Manifol! Distribution ~ x Hole Size x Hole Spacing to Air Intake th 46 Dia_ Length Dia Spacing- SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only g q r Depth Over Depth Over xx Depth of xx Seeded/ dded oN -Mulched Bed/Trench Center / Bed/Trench Edges Topsoil f _ Yes 0 No Yes 0 No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 9 / Z3/ 15 Ins ctio 2: / Z5/ C~:~~ow c~ ~ r.uZ, Location: 653 Tradition Trail River Falls, WI 54022 (NW 1/4 SE 1/4 22 T28N R1 9W) Walnut Hill Farm aka The Tribute L/Farcel No: 22.28.19.1787 1.) Alt BM Description = IF w 11 2.) Bldg sewer length = /15 yV46 wilt- - amount of cover = F' ~eG J~af-io~ /`enaeJ Plan revision Required? Fa Yes No q S Use other side for additional information. SBD-6710 (R.3/97) Date Insepctor's ignature Cert. No. Plot Plan Page So. f g Propeny Owner J. sr~t~ - 1"=40ft Legal D:P,scription W We It U P yg M Tor 5~~~j (except where noted) $ ZZ . - "r'Zb~1. R c 9i~1 ~T . TRtl (3 - Backhoe Pit W t s~'0a1 si,~l ' I► ZtD ~'~c' North Z a J~ O 3 o o CWT -STAKE) v~ 00 ?rr Q - - - Slte LOCQ'tlQ T~7 c F ~ S 7 County ty and Buildings Division IVED f lZiashington Ave., P.O. Box 7162 t V Edison, WI 53707-7162 Sanitary Permit Number (to be filled in by Co.) ourln Sanitary Permit Application State Transaction Numb-e7r In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit Q S~ J` 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 second purposes in accordance with the Privacy Law, s. 15.04(1 (m , Stats. /j1 / rya t~ B w ! / a r 1. Application Information - Please Print All Information YY~( t! c) 4 Property Owner's Name O Parcel # le~d cons n C ' 3 0 4- (303 00 o Z Property Owner's Mailing Address Property Location Govt. Lot 5 ~i City, State L 7- Zip Code Phone Number U) ,4 s~ Section Ile circle 004- L C 7 G It5 G~ r- d~jv2v~ I1.. Type of Building (check all that apply) Lot # T N; R 1 Q) E ~~~xJfl L71 or 2 Family Dwelling -Number of Bedrooms Subdivision Name q g fa 1 k# G~ Is t ` I ❑ Public/Commercial - Describe Use I Li- Q 9 El city of 101 S A 60 ❑ State Owned - Describe Use CSM Number El Village of l 1 O , )c lV V , M D u ® (-ELL -Town of III. T o erml : heck only one box on line A. Complete line B if applicable) A. ~VLNew S stem y ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Pe it Number and Date Issued Before Expiration Owner Q/1 6, IV. T e of POWTS System/Component/Device: Check a s I ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At- Mound > 24 in. of suita:nce Mound < 24 in. o »table soil 01, ❑ Holding Tank ❑ Other Dispersal Component (explain) (explain) -all el L f s / V. Dis ersal/Treat nt Area Information: Design Flow (gpd) Design Soil Applic on Rate(gpdsf) Disp sal Area Required (so Disp sal Area Proposed (sf) System Elevation d d .40 D ~o© 0~ © q8. a VI. Tank Info Capacity in Total # of anufacturer Gallons Gallons Units o New Tanks Existing Tanks/ d VL J co U y °r y'' v Septic or'rMtding_Taxk ! o o l 02~ d t ' ty ~ Dosing Chamber © 0 170 t, VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber'sY ame (Pt)~~ e Plum er's Signature ~ M tuber Business Phone Number 711 Plumber's Address (Street, City, State, Zip Code) W O's41- ('S t ~Gy if W'~ z Z VI . Coun /De artment Use Only Approved proved $Permi Fee sued Issuing Agent Signa r en or`Denial 16/ ~ ~ IX.. Conditj~_AQpl,py~I//Reasons for Disapproval Qve oiler o17 w UC / 1b• Septic M tank, effluent fllter and horu,~~ ~+h rhA.in/ eot dispersal cell m ust t plServiced /maintained '~L ~M~~•bn as per management plan provided by plumber. TD e 2. A as per ll setback requirements must be maintained Y, C on d / -hMi V r the system and s bmit t e un only on pa not less than 87 x 11 i h M11 1 Rio~ is SBD-6398 (R. 11/11) ~YJ (d~ 1 S DIVISION OF INDUSTRY SERVICES 3824 N CREEKSIDE LA o~ '9 0 L(W .5 HOLMEN WI 54636 0 S y. a C Contact Through Relay http://dsps.wi.gov/programs/industry-services 9 P S',', w www.wisconsin.gov A ~Qssror+r.LSro Scott Walker, Governor Dave Ross, Secretary June 09, 2015 CUST ID No. 224832 ATTN.• POWTS Inspector MARY JO RUPPERT 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 Identification Numbers PLAN APPROVAL EXPIRES: 06/09/2017 Transaction ID No. 2550794 SITE: Site ID No. 813134 Michael J & Mary C Fassino Please refer to both identification numbers, Tradition Trail above, in all correspondence with the agency. Town of Troy St Croix County NW1/4, SE1/4, S22, T28N, R19W FOR: Description: Mound / Four Bedroom / Sloping Site Object Type: POWTS Component Manual Regulated Object ID No.: 1538178 Maintenance required; 600 GPD Flow rate; 26 in Soil minimum depth to limiting factor from original grade; System: 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. 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, 0140~1t~ scats. ' AppR The following conditions shall be met during construction or installation and prior to occupancy or use: pt Reminders QR°EFO551 v~s1O~ of • This system is to be constructed and located in accordance with the enclosed approved plans and with the1D%component manuals listed above. • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • 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. • Inspection of the POWTS 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. Stat MARY JO HUPPERT Page 2 6/9/2015 • SPS 383.22(7) A copy of the approved plans specifications and this letter shall be on site during construction and open to inspection by authorized representatives of the Department which may include local inspectors. Owner Responsibilities: • SPS 383.52 Responsibilities. 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). • SPS 383.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. SPS 383.54(4) shall be considered a human health hazard. • SPS 383.55 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. 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 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, Fee Required $ 250.00 This Amount Will Be Invoiced. When You Receive That Invoice, Charles L Bratz Please Include a Copy With Your POWTS Reviewer 2, Division of Industry Services Payment Submittal. (608)789-7893 , 7:45 am - 4:30 pm Monday - Friday WiSMART code: 7633 charles.bratz@wisconsin.gov 1, q'IN y 1=c: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm - , yt MARY JO HUPPERT Page 2 6/9/2015 • SPS 383.22(7) A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department which may include local inspectors. Owner Responsibilities: • SPS 383.52 Responsibilities. 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). • SPS 383.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. SPS 383.54(4) shall be considered a human health hazard. • SPS 383.55 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. 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 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, Fee Required $ 250.00 This Amount Will Be Invoiced. When You Receive That Invoice, Charles L Bratz Please Include a Copy With Your POWTS Reviewer 2, Division of Industry Services Payment Submittal. (608)789-7893 , 7:45 am - 4:30 pm Monday - Friday WiSMART code: 7633 _ charles.bratz@wisconsin.gov 11 L..,' , c: Edwin A TaYfor Wastewater SPecialist (715) 634-3484 Monday -Friday 8:00 am To 4:30 Pm J~ M Ali, Z~115 " `E V1 MOUND AND PRESSURE DISTRIBUTION COMPONEW Residential Application INDEX AND TITLE PAGE Project Name. MICHAEL J. & MARY C. FASSINO _ Owners Name: (same) _ Owner's Address: 757 Packer Drive _ Hudson, WI 54016 _ Legal Description: NW 1/4 of the SE 1/4, Sec. 22, T28N, R19W _ Township: Troy County: St. Croix Subdivision Name: Walnut Hill Farm/Tribute _ Lot Number: 52 Block Number. NA Parcel I.D. Number: 040 -1303 - 00 - 052 Plan Transaction No.: , 0- i'r tful Iii Page 1 Index and title .G•••~•ONS/ 4r 1%~ Page 2 Data entry a~ s'~ Page 3 Mound drawings MARY JO • * Page 4 Lateral and dose tank 7E = HUPPERT Page 5 System maintenance specifications 4ALLY S D 1859 Page 6 Management and contingency plan %.RWER FALLS,,? Page 7 Pump curve and specifications VED W1 ••-I Page 8 Plot plan YETY AND ' ~j~~','~••«••'' AL SERVICES USTRY SERVICES Designer. Mary Jo HuPrt License Number. 1859 - 007 G~ Date: 05117/15 Phone Number: 715-426 _ - -1 FUNDENM Signature: j~ V gzt 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 Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01) Version 7.0 (R. 03/2012) 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 383-44-3 in-situ soil treatment for 1.50 Peaking Factor (e.g. 1.5 = 150%) fecal coliform of - 36 inches. 600.00 Design Flow (gpd) 10.00 Site Slope 98.00 Contour Line Elevation (ft) 30.00 Depth to Limiting Factor (in) 0.40 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 60.00 Dispersal Cell Length Along Contour (ft) = 10.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) 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. 0.156 Orifice Diameter (in) 3.50 Estimated Orifice Spacing (ft) = 11.76 ft2/orifice 2.00 Forcemain Diameter (in) 70.00 Forcemain Length (ft) Does the forcemain drain back? Y 84.00 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft) x 1.3 11.42 Forcemain Drainback (gal) 14.09 Vertical Lift (ft) 55.97 5x Void Volume (gal) 1.15 Friction Loss (ft) 9 Minimum Dose Volume (gal) 0 In-line Filter Loss (ft) 27.46 ystem Demand (gpm) 19.79 otal 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 Gallonslinch Calculator (optional) Treatment Tank Information Total Tank Capacity (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) Pol Lok Filter Manufacturer 22.24 Dose Tank Volume (gal/in) 525 Filter Model Number Weiser Manufacturer Project: MICHAEL J. & MARY C. FASSINO Page 2 of 8 Mound Plan and Cross Section Views t 1/10 B J Observation Pipe . , O an A a:F u4Y°. 4 x°wY°.Y a`$Y.s ~ f.a i a; °x;T#; J~ Y° rv a a:f s' Y a. Fz ; apa5~%'~~ YYW I. I• _ B . L Mound Component Dimensions Down slope toe extension made. A 10.00 ft E 18.00 in H [Aft ft K 8.31 ft B 60.00 ft F 9.25 in z ft L 76.63 ft D 6.00 in G 0.50 ft J W 29.09 ft 600.00 (ft2) Dispersal Cell Area 1500.00 (ft 2) 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 100.27 (ft) H k G Dispersal Cell 99.00 (ft) Lateral 98.50 (ft)-* - Invert Dispersal Cell Elevation E D 4 4 98.00 (ft) Contour Elevation 10.0 % Site Slope Geotextile Fabric Cover Shading Key Q -T Dispersal Cell See lateral details on Topsoil Cap o 1.5 ft Page 4 for number, size, F2 Subsoil Cap y O and spacing of laterals. © ASTM C33 Sand Laterals are equally F Tilled Layer 0.5 ft t' T ri Sr i spaced from the - distribution cell's Aggregate v o51, centerline in the r A * distribution cell (AxB). Project: MICHAEL J. & MARY C. FASSINO Page 3 of 8 End Connection Lateral Layout Diagram Center the laterals over the A & B dimension • = Turn-u p v i' ba I I va Iva or cl ee n outpl u g E IE-.?CHoles drilled on thebottom of the lateral equally spaced Laterals &forcemain Sch 40 PVC per SPS Table 384.30-8 s nnection via tee or cross to manifold at any point. Number of Laterals 3 Orifice Diameter 0.156 in Lateral Diameter 1.25 in Orifice Spacing (X) 3.66 ft Lateral Length (P) 58.56 ft Orifices per Lateral 17 Lateral Spacing (S) 3.33 ft Orifice Density 11.76 ft2/orifice Lateral Flow Rate 9.15 gpm Manifold Length 6.67 ft System Flow Rate 27.46 gpm Manifold Diameter 1.25 in Total Dynamic Head 20.13 ft Forcemain Velocity 2.80 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and SPS 316.300 WAC 4 in. min. Disconnect _ Tank component is properly vented E- Alternate outlet location Forcemain diameter Weiser Manufacturer nP__::= 2 in. Capacit 800.00 Gallons - T Volume 22.24 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 20.04 445.72 B 2.00 44.48 C Pump off elevation (ft) C 3.03 67.39 84.91 D 10.90 242.42 D Total 35.97 800.00 iF7 Dose tank elevation (ft) 3" Bedding un er tank. 84.00 Alarm Manuafacturer SJE Rhombus Note: Switches Alarm Model Number Tank Alert AB containing mercury may not be used in Pump Manufacturer Zoeller this system. Pump Model Number 152 Pump Must Deliver 2776 g p m at 20.13 TDH Project: MICHAEL J. & MARY C. FASSINO Page 4 of 8 Mound System Maintenance and Operation Specifications Service Provider's Na e j Darrell's Septic Service f Phoned 715-425 1025 F WTS Regulator's Name St. Croix Counter Zoning Phoney 715-386-4680 System Flow and Load Parameters Design Flow Peak 600 gpd Maximum Influent Particle Size 1/f in Estimated Flow - A erage 400 gpd Maximum BOD5 22C mg/L Septic Tank C pacity 1200 gal Maximum TSS 15C mg/L Soil Absorption Compone t Size 600.03 fe Maximum FOG 30 mg/L Type of Wast ater Domestic Maximum Fecal Coliform >10E'4 cf i/100 mL ~ Service FMguency Septic and Pum 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 monthl Pressure em Laterals should be flushed and pressure tested eve 1.5 ears Tound Inspect for ponding and seepage once every 3 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 hown in the mound component manual. 2. Dispersal cell aggreg a conforms to SPS 384.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressu piping materials conform to the requirements in SPS 384, Wis. Ac m. Code. 4. Tillage of the basal ar a is accomplished with a mold board or chisel plow. 5. The mound structure nd other disturbed areas will be seeded and mulched to prevent so erosion and help reduce frost enetration. Lateral Turn-up Detail Finished Grade 6-8" Diameter Lawn Threaded Clearrout Sprinkler Valve Box Plug or Ball Valve Distribution Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: MICHAEL J. 8 Y C. FASSINO Page: 5 of 8 L Mound System Management Plan Pumuiant to SPS 383.54, Wis. Adm. Code General This system shall be operatedl in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained in accordant ;e with its' component manuals [SBD-10691-P (N.011010, 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 rtaining to system maintenance and maintenance reporting. No one should ever enter a Optic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank aba ment shall be in accordance with SPS 383.33, 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 soundn-ss. Access openings used for service and assessmert 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 mai ained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in ac co ance with NR 113, Wis. Adm. Code. The operating condition of the septic tank an( outlet filter shall be assessed at least once every 3 y' ars by inspection. The outlet filter shall be Ilea d as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the t nk that may slough off the fitter when removed from its enclosure. If the filter is equi:3ped with an alarm, the filter shall be serviced if the alarrl is activated continuously. Intermittent fifter alarms may indicate surge flows or an irpending continuous alarm. The septic tank shall have " 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, re not removed at the time of a triennial assessment, maintenance personnel shall a9vise the owner of when the next service needs to 1: 9 performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or emical additives to enhance septic tank perfomrance is generally not required. However, if such products are used they shall be approved or septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall inspected at least once every 3 years. All switches, alarms, and pumps shall be tasted to verify proper operation. If an effluent fitter is in 5talled within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution Svstem No trees or shrubs should be Olanted on the mound. Plantings may be made around the mound's perimeter, and tie 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 ound is not recommended since soil compaction may hinder aeration of the infiftrati+~e surface within the mound and snow compaction in ;a 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 BODS, 150 mg/L TSS, and 30 mg/L FOG for sept c tank effluent or 30 mg/L BOD$, 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 ins llation. The pressure distribution syst m 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 Fast once every 18 months. When a pressure test is performed it should be compar-ad to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to mainte in equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported t) the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continciency Plan If the septic tank or any of its c m y ponents become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pum 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 t accept wastewater or begins to discharge wastewater to the ground surface, it will je repaired or replaced in its' present location b increasing basal area if toe leakage occurs or by removing biologically clogged abs)rption and dispersal media, and related piping, and re lacing 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. Pretreatment Units The information and schedule . mananagement and maintenance for pretreatment devices such as aerobic treatm ant units or disinfection units are attached as separate do ments and are considered part of the overall management plan for this system. I Project: cvn `1 c ?/~~11ey ~4S5 f/~d Page 6 of 8 HUD CAPACITY CURVE Ptiq MMTE EFFLI EMi W "AltF.K. 140DEL 152; 153 - iK lEL t 52 1.53 50 Feet Mettsa C.ni. Likrr~ rrx.-is 153 5 1,S - <f~1 -77 , lI'- 12 M 61 731 0 15- 4.6 53 :A-1i t i 30- 20 6.1 44 16i yt 1147 25 t.6 34 11-19 42 _ 1% . 3D 9.1 ?3 ^8i~ 33 35. 10 7 22 40 4 10- l i,mk ValveJl-_3.0 rL (!t.isn) v4.4 r! f 13.4 aagm 0 20 40 60 80 100 GALLONS LITERS f 6 t I4 t? 80 I80 240 320 3 Z-7!2 - 4 5!E FLOW PER LWaj7E CONSULT FACTORY FOR SPECIAL APPLICATIONS ' ~~;3z • raved dos" panels awabft_ le • ElBdfiW aNemaWm for 9t wpiwM we avaftb end suppled wM an alafm. • Variable Ievei cm&d adchm am avaMb for COfd di% ui* Ome f • Dod* pg%tm* vafiabie keel foal vmlches am amb* for%miWe kvd bng and shut cycle eorbob. • Sealed OA-ft ave bie b, oaldo0t kowwj L See Fmua r.: . 1s7fts3 series '•Z ,le T L -IWdd, ~ Valm?M ]Made _ 9i~ J-- ~ ~ ~ 3 1 S 1f t Ilaa ~BS_ 4- 2a3 _ _w_- its I I a f k Mm 43 1 1 •--Zr -t . 230--1 ' NE152 i 23D 1 'itrio r_ 4 3 kdjad 2(c3 I Ni51 ft5 r1 Maa ' iQ5 1 2a3 91115'1 its f Ado as NdoM 2d3 1 SMECTN)N GUDE E153 ~_-27f1~-_t Nan &3 1 2or3 ~.p Dj~ lr~eblt klRi A00t 6Y~ih110rdDtAlk v0riablB tBVEk Opat '3 fedudeet _ 2.3 PI99!!~ smVL Robrl0 F0477. "i-"-"- I See FMOM2 for or e l teode! d 9edricel AfiemaW E_Palt. AM insta6aeat of motrols. Pin eewcs wrieg droeld be done by a qwA" 3. Voluble kvEl6 i - n switch iO4 M used as s cOffiA41 adulator, SpE* & pin (3) kemci deaftian. AA Ne tftal art sddy codes ghmM be tollotrou kvdu&Vft"" recent A~ EiatlrK Cale (MEC1 t+d eye Oaripadoeal Safeq sad Hearth Alf (OSHA}. or (4) mat sysbm RESERVE POWERED DESIGN For utxsW G xv*iam a msetle sat* fialcWr 15 engrwred fnlo the design of every Zoekr pump. mm m Po. aw =a iorstie,A'1f 47 M7aobdread.. • O 37i'~ JiWtaee~~Aaad ~~Li1r61\~V. tarwak~ ~>asst A,~,,,,. slaw aw, IIfp lNMrttidllKAXM )WIM&' COO• FAtr 7743i2a t . Plot Plan Page Sofa Propeoty Owner Ale,.; el :...h~- ss, -----1 Legal Desariptton , c. Ilu v ig/~or- Toroj4 (crcept where noted) a u,. 411. ~c9*1. mmad em& d = Packhoe Pit MWES North 6-Z. J~ 3 , wry-►T~~ N a* _ °.o (AX -STAKtb) y y~p° Prr- DD AP COMA 'f F DtS`TtAR~+ ,A ~,6 r R.ER 'C1ET~s/ #0 .4tr ~I►N Rg.~D gq,00 ~ M~ Site I.tlCatlo L,NE Pit'y' a. Oct-19-2010 01:59 PM St. Crcix County Plan/Zon ng 715-386-4686 1;1 ST. CROIx COUNTY S1. PTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM owner/Buyer _ Y V S~V 1 e(~1~ 1. bf~~'~'(f G~70!'~ / f1 C Mailing Address -eke n l C T I~~ v Cj F, If, dc22 Property Address ra Q. 60 (Verification required Fran Planning & Zoning Department fo now construction.) City/State -Jc- fie, (t \ Q I p_.cel Identification Number p ~ 136 y D O -z- LEGAL DE PTION Property Location -4-V '14 , t/ . Sec.,,-~Z, T 0 R17 W, Town of Subdivision Plat: -fo- Cerdfled Survey Map # , Volume Page # Warrgnty Deed # 5 s 2 (before 2007)Volume Page # Spec house - ycs <9~1 Lot lines identifiablo -~no SYSTEM MAINTENANCE AND OBVER CERT FICATI N 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 fitnction of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities arc specified in §Cotr)nt. 83.52(l) 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. joumeyn►an plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) ofier inspection and pumping (if necessary), the septic Innk is iess than 1!3 ain ofsludge. 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 expiration date. I/we certify that all statements on is form are trot; to the best of my/our knowledge. I/we atn/are the owner(s) of the property described above, by virtue or a rranty deed recorded in Register of Deeds Office. ;Number f bedrooms _ NATURE OF APPLICANT(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department, Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified, survey map if reference is made in the warranty deed. (REV. 08/O5) I iiIIII li Ili] I I Illiii I Ifllll II IIII I I Illlll State Bar of Wisconsin Form 1-2003 8 3 1 1 5 9 6 WARRANTY DEED Tx:4256994 1014552 Document Number Document Name BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI 06/29/2015 12:33 PM THIS DEED, made between Michael J. Fassino and Mar C. Fassino husband and EXEMPT#: NA wfie REC FEE: 30.00 ("Grantor," whether one or more), TRANS FEE: 120.00 and Westview Construction Inc. Z PAGES: 1 ("Grantee," whether one or more). Grantor, for a valuable consideration, conveys to Grantee the following described real Recording Area estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ("Property") (if more space is needed, please attach Name and Return Address addendum): Lot 52, Walnut Hill Farm in the Town of Troy, St. Croix County, Kristina Ogland Wisconsin. Estreen & Ogland 304 Locust Street Hudson, WI 54016 040-1303-00-052 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: easements, restrictions and reservations, if any, of record. Dated ~/-5- /14 ~ SEAL ~ ~ - SEAL * *Michael J. Fassino (SEAL) (SEAL) * *Mary C. Fass o (0 AUTHENTICATION ACKNOWLEDGMENT Signature(s) Michael J Fassin Marv C. Fassino authenticated on 3 -M S. STATE OF ) ss. COUNTY ) *Attorney Kristina Wand TITLE: MEMBER TATE BAR OF WISCONSIN Personally came before me on (If not, the above-named authorized by Wis. Stat. § 706.06) to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. THIS INSTRUMENT DRAFTED BY: Kristina Ogland, Estreen & Ogland 304 Locust Street, Hudson, WI 54016 Notary Public, State of My Commission (is permanent) (expires: ) (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED © 2003 STATE BAR OF WISCONSIN FORM NO. 1-2003 * Type name below signatures. 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I Division of Industry Services ,(lh (f I~ ` MAY 20'101k,, SOIL EVALUATION REPORT !'3~~0~"ffi~age 1 of 2 in accordance with SPS 383, Wis. Adm. Code ST, CROWCOUNTI( County ST. CR02IX i QEW&W ~eot less than 8 1/2 x 11 inches in size. Plan must me acts, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 040 - 1303 - 00 - 052 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Rev Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). lZe S Property Owner Property Location MICHAEL J. & MARY C. FASSINO Govt. Lot NW 1/4 SE 1/4 S 22 T 28 N R 19 E (or))WW Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 757 Packer Drive 52 Walnut Hill Farm,4+ibiliAo City State Zip Code Phone Number ity E ]Village • Town Nearest Road Hudson, WI 54016 ( ) Tradition Trail New Construction Lise[D Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial Describe: Parent material loess over tills lood Plain elevation if applicable NA ft. General comments and recommendati Moun stem 0.50 ft. d fill 0.4 loading rate Additional pits required to move system from c ion area.. Attaching this report to original test conducted 09-03-2003 F I Boring # ❑ Boring Pit Ground surface elev. 93.80 ft. Depth to limiting factor 36 in. Soil A 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 0-10 10YR2/2 - 1 3fabk&gr mvfr cs 3vf-co 0.6 0.8 2 10-16 I0YR3/2 - sil 2fabk mfr cs 2vf-m 0.6 0.8 3 16-24 10YR3/6 - sicl 2fabk mfr cs 2vf-f 0.4 0.6 4 24-36 10YR3/6 sl lmabk mfr as lvf-m 0.4 0.7 5 36-40 1OYR3/6 m2flOYR5/6 sl Om mfr 2 0.6 Horizon F2 Boring # Boring 98.40 30 Q 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 0-13 10YR3/3 1 3fabk mvfr cs 3vf-m 0.6 0.8 2 13-19 10YR4/4 1 2fabk mvfr cs 2vf-m 0.6 0.8 3 19-30 lOYR3/6 - sl Ifabk mfr cs 1of-m 0. 0.7 4 30-36 10YR3/6 m2fl0YR5/6 sl Om mfr .2 0.6 Heavy sl. * Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) S, CST Number M Jo Hu ert ollister's Soil Testing & Design) 224832 Address pe-E valu onducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 51) 715-426-1775 SBD-8330(R07/13) U A 1 IVot Plan Page of Prope.ro Owner Xlie C e+ &ssmo 14©ft Legal Description mwri- N vws a o!~ T,%, (except where noted) 4 2Z. oAll R r 9wl T~a1 ? n -y- Qr 1= Backhoe pit W 1 sd0a s4 Al > I. to M. North I J~ 3 Z_ _ prr Z IRT 4g.40 qq, 00 T4Y jfr Pill \ ~3Mg QD S Site Locatio L,N MS ,oo• az f4 oe~mr~entafca nae SOIL EVALUATION REPORT page Of tanoLS.afety~d s In acaadWXe With Gomm 88 Wis. Adfn Gods Y $7 • G +DPX-- h cole- Attach awVWe site twnat tmw not less v*i) 8 ir2 x.44=kx hes In sire. Plan nu st mducK btfi nX *rA9d Iw vedcal and tWmWrstansnce Print (B4. dreamt and Panes LQ 407- l~ Iz PefcwsbMscabor ,n"ihaffow midtocat arnIdEstan*tonearestmga Pt.. Ot. at~- Plea" print all k#bt r„ailas,L Reviewed by pate ~7~,as+ov~dema~►aen~asorxeoo~wmrttr~.a.15Ot t't~tAm. Pmpertyt3u r Try ~l~ $3ERS Te D Z--' b . 11 } P"MY" W of 5 Ira s ? ~ ZO -If Q ~y !e{ R / + (d) W Pmi tY tot # etodc# ~MKL Nai a mr, Usw { to n't'4~ LL.- .SZ ttl+¢Lta7'':L'I WCod rrr vU H77 jMA).5S0We &5f atf8•.'co`l ► Q I~Ta , . cn EA, P omuftcrion useM Residt trot""coda de~itegr, tiaw nae O ' • ' ` GPp Q PubGcaroamim r.1:11 0 -Desabm to pout aw"m_ -/0 S BL GrP vy2.,e Fioodpta~t~# ' it, °onxeas 7Cf 0 soft lad S•S.S' . Pit kL Soft Ram t Q*m Depm Dw&mtCdw RedmDesmip m 'Texture Shttctms C Roots rdW IL kfunsd CAL Sy- Caat cdw Lx. Sz SEQ. 'i"M 'Eft#2 • a XR sc. 10 ly • ~ .S, •7• 7 1~i' l~"`11 !Z- 0, ASS ~V ~i 415 /0 C1 00-L(7, t " t # Pic clrtaceetev_ 1 ' (p A Depth inn Rate Depth bcxi~CoW ReggxDe cn TexISe see kL Munsen tAt SL Corti. Cotar Car. Sz. Sh. *Em - • t Ors / sl 'EMIMt#t-OW -30:S2WmgLsndTSS:-WS150fQL "i A2=HOU <3G &wWT8s<3(Yd7VL _ - "am to _ Swat" Addraw ~.Zls3 Date L- n Cmd=w Tei a flute utbricht & Awgciates . 3 -.>ee3 7t ..f- 77.:x • 3 Ile-1 Z 281 2 1 t?th Ave.. . Spring Valley, Wl 54767 -MV, -SJ'j k 5TH,O7` PMPOKYOWOW Parcel ID 16,1 SS.,s ' 27 - DOD* D s via kate L MUnseff Sbvcttxe ryr . - cr Sk /4 0 YR313 ~ s - sI4 « 3 - ' arm shuck" ammmy )m CA*w GPM- to ARC!qr~~ nep, -t i2ee4ooc Ue T a C*nsWsne rue ftmft - Mu Ch sx COO&COW - +~+sZ sat ' PLOT-PLAN WALNUT HILLS FARM. LOT Pg. 3 of 3 ~ Contour elevation lines. = Backhoe Sail pits. 4 = Benchmarks set, maRXED WSTH FLAGGED .lathes. 1/2,n steel conduit pipes. - y SCALE : 1" -FAA 6 ' 4 g /0 .13 a. So` , LO u~~~~p~T S 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" X.- Attach comp* k,dude, but n EROSION CONTROL PLAN must be Parcel I.D. 4 vT completed before sanitary permit issuance oaa Reviewed by PLit1D~i0Date P-MM [nrWMWn you provide may be used W secondary purposes (Privacy Law. s.15.04 (1) Properlyowner D ~3ERSTCs9T ~p ToDD t~ Properly Location ~r L Z8 O 1 GovL Lot A11 vq J~ 114 S T N R ` ! rE (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# (P ° L 5 CA #fi LL AV-P • 52-- 1VALW 0 T' t*i f t F,+Jetif ~ City -TVWR State 7jp Code Phone Number ❑ City ❑ Village 153Town Nearest Road "LIE HT5 MN 550 We ( 651),1YB• io'l T,eo~ so. 6-1,00ER. ~c New Cantruction Use: 0 Residential / Number of bedrooms Code derived design flaw rate 273 -e- Da GPD ❑ Replacement ❑ Public or commercial - Describe: tA Parent material /02!!7.5 S o l/ f-q Flood Plain elevation if applicable General corrnenrs .S A"-05 and recommendations: A /41 .0 v.~v ysTe'l w iJA, Al " 5.4.v0 ,rfV ❑ Boring 100. qZ -5%-55 . o B«ire# ® Pit Ground surfaceelev. ft. Depth to isW&V factor 30 in. _ Sod Applicadw Rate Horizon Depth Dominant Color Redox Description Texture Structure Consists Boundary Roots GPOff b in Munsefl Qu. Sz Cont Color Gr. Sz Sh. 'Ef<#1 'EPf#2 o. ,ny~3 Ifsbx sA as 3 f . IV-2.0 iv YR W sz_ / a - • %A 3 0.30 .5 L S / d • -7 i`. ~4 a ® Pit Ground surfak a elev. ft. Depth to uniting factor in. Horizon Depth Dominant Color R Sal! nation Rate edgx Description Texture Structure Consistence Boundary Roots GPD1tF in. Munsell Ciu. Sz. ConL Color Gr. Sz. Sh. 'Eff#1 'Etf#2 n• ~ id tie l /fshe sti c4:; 3 N i • z~ io Y/2 / IL- / a s - . Z N Q ~ wi err UPS ~ i2 ~ Gi ct, S ~ • CP r~ -7•SV 1340PS 49F G 0, 1k, V ~t S . S t OT-5 / io R s~ ' Effluent #1 = BOD > 30 < 220 mq& and TSS >30 < 150 mglL ' Eftient #2 = BOD < 30 mglL and TSS 130 mWL CST Name (Please Print) 4~ • .u (Gi, ~ SS~e 22 ~Num per Address Ulbricht & ASS9CiateS Date Evaluation Conducted Telephone Number Private 71S- 77A • 3Y41 2-- 2812 1 Oth Ave. Spring Valley, WI 54767 VDA 11) • - © logs so ~ ya o y©- ~a • io • Dan r y0.1096 • o~ra oyv./oz - ~D•~ oyo•/,o * - 70• oars a yo - i©~~ ~o - aao GlI~GN 7`%~~r~iPM T4D17 13~E ~ 57-FD7- . PmParlyOwner Parcel ID# Gat S Z Z a` 3 i ✓ f Ground swace elev. Depth to Knong facto- ~ ~ 5ait Application Efate Hodzon Dew Dominant Cob, Redox Desaiption Texhrre S6ruch" consistence Bwndary Roots tal'Dff Munselt flu. Sz. Caret. Cdor Gr. Sz. Sh. `EMI 'Ef~2 o- 9 io Yl? 3/3 s K d~~ ~w 3 /p L S C~ YO ~ is 51L, 2 At dv G - •S 5 W? ~D l2, U S .Cr c~~2, Mors ~ TV y/t F-] Boling IV Pit Ground surface elev. ft. Depth to limiting facto- In. Sol iratian Rafe ' 41 Horizon Depth tlam`iirenasnnpt Redox Description Talture [Sbu a Consistence fiaEm&ty (toots {!pyGPi3 ( ~ Lwng o Boling Pit Ground surface eieu. ' f#. EM M to i factor #e. S Application Kate Hainan Depth Dominant Cokw Re&x Des lion- Texh" ftuc4e Consistence Bouldary Roots GPM, In. Munsell Chk Sr C ont Color Sh. 'Ewl 'Eft#2 -VV Boling a a 1. F F-I # Boling Pet Grassed sta{ace elev. Depth ke rimiling factor in. Sod Application Kate Hatzan Depth Dominant co(w Redox Description- Texhtre Sbuctum Consistence Boundary moots GPOP Mum Qu Sz Gont. Color Gr. Sz. Sh. "Elf#t TIM i " EMMA #t = BOO, > 30: 22€3 mgk 'TSS >30 < 150 mgtL ° Eltiueret #2 = BOD, < 30 nu t, and TSS < 30 rt WL The Department of Commerce is are equal rfunity service provider and employer. If you creed assistance to access services or need material in an alternate €oepr~f, please contact the department at 608-266-3151 or TTY 608-264-9777. S®6333fl (tEb~10} i W,4/tiu7- h1111 T'OGPV 13.7E j->S ,re Do7 fawner G a 5 Z- Z 3 Parcel 10 ~ Page of E) Boring ' Pit Gerund surface eaev. %9 . I g g E7aFth to !imnhg factor ` r _ In. Florlxocr nth [3ominant C.ol Redox Description Texture Structure COnelstence Boundary Roots fa€'M In. Munseaa Qu. Sz Cont. Color Gr. Sx. Sfr. Gt ~Ga ccv 3 ~F 6 •Z~ SI ~f hK sv ~S fs sic, -2-/w hK oQ v , • 5 5 Z 'O Y/C (1(2- c~Mo7`5 et _a %ring E goring Q Pit Ground surface elev It. Depth to Urniting factor in. H Rafte Role i3 im Dcxninant Color T#edax Description Textore Sfructure Consistence Boundary lgoofn T*Cffl*I'OE tuunsen Qu. Sz. Corot. color for. V Sh. Boling f ~ a"ing i.! Pit Ground surface elev. ft. Depth to limiti factor ~ irr t 10rrZOrr a3EPttt Dominant color lREdox a)95 +~aa tGBtlOn Rate a"On- Texture E canslstence Bocrnraary Roots G in. a+tunsEaa tau St Cont. color Car. S . Sh. "Efi'#1 *Eff #2 3 S.dng # Storing Ej pit Ground surface eaev. ft. Depth to Urni rtg factor ~ an. $0 ication mate Horizon 5eirth LAominant Coto, R dox Description- Texture Structure Consistence Boundary Roots Gpoffi' in. Munsell Qu. Sz. Gont. Color Gr, Sz, Sh. "l ff#1 °Eit#2 e Effluent #1 = SODt > 30 < 220 mc„7I1. an TSS >30,c 150 nrgiL ° Effluent #2 = BO D, 30 nxA and TSS a 30 mglt.. e The Department of Commerce is an equal opportunify service provider and employer. If you creed assistance to access services or need material in an alternate formlat, please contact the department at 608-266-3151 or "TTY 60£-264-8777. i PLOT PLAN WALNUT HILLS FARM. LOT # Pg. 3 of 3 Contour elevation lines. o = Backhoe Soil pits. O = Benchmarks set, maRKED WITH FLAGGED lathes. 1/2" steel conduit pipes. SCALE : 1" _ FI G3 i cop, 0 L 16 /3 l3, /o0• yz ~y L o T S Z-- o~ out G°~ ~o`'"'~•. 5b s y yj~- 7TH /1ID 0,0 Z;) S IS 7Z~-.AAj COA,) 7~ V S~ sss 7 ~'ID vvv S /ST, ~5- /-P vrtTi®-v Nv