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030-2095-50-000
AW410 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 579013 -a- 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)]. Z 5- (a / 94s" Permit Holder's Name: City Village X Township Parcel Tax No: Buss, Michael St. Joseph, Town of 030-2095-50-000 CST BM Elev: Insp. BM Elev: BM Description: « Sectionfrown/Range/Map No: IDD.c~d oo,C)D z 09M(5~ Z;Uv. 0$40F14. 24.30.20.798 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 1 Benchmark Dosing / an & ~5-0 Alt. BM Aeration r✓I c~~ y ~U $Zs' Bldg. Sewer Holding St/Ht Inlet (bto•7 (Z.G7 TANK SETBACK INFORMATION St/Ht outlet jc) ,A ( ~-D ?S TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic ! t r Dt Bottom > SD zs" ~ t ~oG.76 /&.13 Q0. ~ 3 Dosing t K u a ,c Header/Man. 10 .7 y ql ld 3S Aeration Dist. Pipe 4/ ~l toz. 3S Holding Bot. System 16. 76 g.a~ to ?0 PUMP/SIPHON INFORMATION Final Grade a CO 3.y0 > /D? 761 Manufacturer Demand St Cover 5 ^Y16r ZDj5~/p- GPM 1;1 . Aix 7 106 y6 GL9 ffl(p Model Number U ~Od S"•3~ T AIS,r) t (4A)7ZV4 "N TDH Lift Friction Loss System Head TDH Ft x ~,Z as c7 Forcemain Length Dia. a Dist. to Well M 106 SOIL ABSORPTION SYSTEM BED/TRENCH Width j ength No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION Type Of System: CHAMBER OR RG~ lG'f ~ UNIT Model Number: DISTRIBUTION SYSTEM Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake 1 Pipe(s) r• ► / r Length ? Dia [ 5 Length Dia Spacing L 3/!6 Z • Sr 7 SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of d/Sodded xx Mulched Bed/T ench ter Bed rench E ges 7 a` Topsoil 6 / A 7b Kc, xx Seede Yes No Yes [Ij No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 110 / 13 Inspection #2: 1A 1' rat l Location: 146424th Street HOULTON, WI 54082 (SE 1/4 NW 1/4 24 T30N R20W) Coun{ry Side states Lot 5 p Parcel No: 24.30.20.798 1.) Alt BM Description = 0a ~i~ B16C. •j7r L3? 2.) Bldg sewer length - amount of cover wN~ Gv/YS/51 y ' Puo, 10 F2d m Gs,' 49 Ac~PE fd Rt 6t1 41CO 'V I rk R.ES Plan revision Required? ❑ Yes [ No 7 F/-- . Use other side for additional information. ; ~ r Date Insepctor's Signature Cert. No. SBD-6710 (R.3/97) ~ ~ /l1 ` ~ L r4 ~j ~f°Di76'~ PLOT PLAN N Project Name: Buss 3 Bedroom Mound Legal Description: SE114, NW114, 524, T30N, R20W P.I.D: 030-2095.50-000 Subdivision Name: Count Side Estates Lot SCALE: 1" = 60' Township: Saint Joseph Parcel Size: 5.730 Acres County: St. Croix Cell Dimensions: 6' X 75' 4 inch Sch 40 -ASTM D2665 System Elevation Mound Dimensions: 90.61' X 18.68' 2 inch Sch 40 -ASTM D1785 Contour Line Elevation: IiUm .Slope: 11/2 Sch 40 -ASTM D1785 A BM1 Elevation: in Elm Tree 0 BM2 Elevation: of steel fence ost s: ■ Backhoe Pit New Tank: 1000 allon Septic Tank with Pol lok 525, 650 gallon Pump Chamber ,9/ ~j13m ~ L7 S0 C.oNTp"A1z B3 yiNr IIZ ' s__ ~ Ion/DSO l I ~''3aV> vRoPtc P2np°stP I W tr Q~ g c Y~Q / 5251 Y~1 ii~-5 14 DRly = I CC,/ {Z W ZL4 71'l 5 ; 2i;t✓T Page 11 ~teena r~yro REC WED County Industry Service isi St. Croix D ~ r JUL oy 1400 E Washin r P 0 15- P.O. Box 7162 Q Permit Number (to be filled in by Co.) ~6Ei'4 Sanitary ST. CRO!X COIJN Madison, WI 5 - S gk}tyA Sanitary Permit Application State Trans ton Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit 2561995 is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to the Department of Safety and Professional Services. Personal information you provide may be used for secondary Project Address (if different than mailing address) purposes in accordance with the Privacy Law, s. 15.04 1)(m), Stats. 464 241h Street 1. Application Information se Print All Information Property Owner's N Parcel # Micheal Buss 1 030-2095-50-000/ Property Owner's Mai 1 g Address Property Location 8805 Ironwood Avenue S. Govt. Lot City, State Zip e Phone Number SE 1/4, NW 1/4, Section 24 Cottage Grove, , MN 5766 (circle one) T30N ; R20Eor® 11. Type of Building (check all that apply) Lot # ® 1 or 2 Family Dwelling - Number of Bedroomsa Subdivision Name Country Side Estates El Public/Commercial - Describe Use Block # ❑ State Owned - Describe Use ❑ City of ( CSM Number ❑ Village of x ® Town of St. Joseph Lea- III. a of Permi . Check onl one box online A. Complete line B if applicable) ® New System ® Re tem ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) g El Permit Renewal ❑ Permit Revision El Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner l' !I Cl I _14C4 v V. Type of POWTS System/Component/Device: (Check at p ply) , ] Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-G e ® Mound > 24 in. of suitable soil Mound < 24 in. of suitable soil ] Holding Tank ❑ Other Dispersal Component (explain) Dispersal/Treatment Area Information: ;ign F w (gpd) Design Soil Application Dispersal Area Required (sf) Dispersal Ar a Proposed (sf) System Elev 'on Rate(gpdsf) ~l 900 967, S' liz 101.40 .5 q5 0 Tank Info Capacity in Gallons Total # of anufacturer New Tanks Existing Tanks Gallons its O U w a or Holding Tank 1000 1000 Wieser Concr t ® ❑ ❑ ❑ ❑ Chamber 650 650 % 1 Wieser Concrete ® ❑ ❑ ❑ ❑ tesponsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. is Name (Print) Plum s g re MP/MPRS Number Business Phone Number chmitt 223760 715-760-0486 's Address (Street, City, State, Zip Code) itn Avenue, Somerset, WI 54025 tun /De artment Use Onl wed 1 Permit Fee 00 D~ Is ed Issuing Agent Signature er Given Reas ial $ Z . ~D itions of ft v for Disapproval, S S r OV C..\ . YSTEM ~v C ~+r~d arm ate A Septic tfilter and dispersal cell must b.~se>YjpQ51 l r~talpt~lll~d ~'~t W'1S ~E r as per management plan provided by plumberAandsubitto All setback requirements must be maintained J ; 1 D oOp Z 1081i)CASI'or the system the County only on paper not less than 8 1/2 x 11 inches in size as per ap r7ret, cha~in 0-\1 Sfirv '1\1 ate s uws+ b-t St din L an 303/14) U ~ ~ ~IU it c ~pR7a1F,~T DIVISION OF INDUSTRY SERVICES cc' j oN 3824 N CREEKSIDE LA Q HOLMEN WI 54636 3 Contact Through Relay P S J http://dsps.wi.gov/programs/industry-services www.wisconsin.gov ~O ss10114N Scott Walker, Governor Dave Ross, Secretary July 02, 2015 CUST ID No. 223760 ATTN. POWTSInspector ZONING°OFFICE JOHN F SCHMITT ST CROIX COUNTY SPIA 616 150TH AVE 1101 CARMICHAEL RD SOMERSET WI 54025 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/02/2017 SITE: Michael Buss Identification Numbers 1464 24TH Street Transaction ID No. 2561995 Town of Saint Joseph Site ID No. 814016 St Croix County Please refer to both identification numbers, SE1/4, NW1/4, S24, T30N, R20W above, in all correspondence with the agency. Subdivision: Country Side Estates; lot 5 FOR: Description: Three Bedroom Mound System / 2% slope Object Type: POWTS Component Manual Regulated Object ID No.: 1541834 Maintenance required; 450 GPD.Flow rate; 27 in Soil minimum depth to limiting factor from original grade System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01101, 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 CONDI requirements. APP 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 OF stats. PROFESSIO The following conditions shall be met during construction or installation and prior to occupancy or use: DIVISION OF IND Reminders • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.1 Wis. Stats. SEE CO R • 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. • All POWTS component piping material shall be SPS 384, Wis. Adm. Code compliant. • 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 duriri construction and open to inspection by authorized representatives of the Department which may include local inspectors. JOHN F SCI-MITT Page 2 7/2/2015 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, Fee Required $ 250.00 This Amount Will Be Invoiced. erard MM 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. jerry.swhn@wisconsin.gov WiSMART code: 7633 cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm JOHN F SCHMITT Page 2 7/2/2015 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 PO WTS. Sincerely, 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. jerry.swim@wisconsin.gov WiSMART code: 7633 cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm r MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Applic ia.tion INDEX AND TITLE PAGE Project Name: Buss 3 Bedroom Mound Owners Name: Michael Buss J!J! ,l Owner's Address 8805 ironwood Avenue S. , i i~uCottage Grove, MN 55106 Legal Description: SE1/4, NW1/4, S24, T30N, R20W Township Saint Joseph County: St. Croix Subdivision Name: Country Side Estates ZONALLY LOVED Lot Number: 5 Block Number AFETY AND Parcel I.D. Number 030-2095-50-000 °AL SERVICES USTRY SERVICES Plan Transaction No. Page 1 Index and title Page 2 Data entry 54 ENCE Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Septic and Dose tank specifications Page 8 Effluent filter information Page 9 & 10 Pump specifications and curve Page 11 Plot plan Page 12 Tank Anchoring Page 13 Septic tank maintenance agreement Page 14 Warranty deed Page 15 CSM Attachment Soil evaluation report Designer: John Schmitt License Number: 223760 Date: 6/10/2015 Phone Number: 715-760-0486 Signature: Un Designed Pursuant to the Xmound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01/01) and both SSWMP Publication 9.6 Design of pressure Distribution Networks for ST-SAS (10/81) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01) Version 7.0 (R. 03/2012) Page 1 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 rEI 300.00 Estimated Wastewater Flow (gpd) Table 383-44-3 in-situ soil treatment for _ m I 1.50 Peaking Factor (e.g. 1.5 = 150%) fecal coliform of - 36 inches. 450.00 Design Flow (gpd) W 2.00 Site Slope 4100.65e Contour Line Elevation (ft) 27.00 Depth to Limiting Factor (in) 0.50 In-situ Soil Application Rate Distribution Cell Information F' Dispersal Cell Length Along Contour (ft) 6.00 Cell Width (ft) y 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) 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)..' _ . C Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation (ft~ 4 Number of Laterals of the highest point.T m 0.188 Orifice Diameter (in) 2.50 Estimated Orifice Spacing (ft) = 7.50 fe/orifice i 2.00 Forcemain Diameter (in) _ ~_Y_ 4 75.00 Forcemain Length (ft) Does the forcemain drain back? 89.00 Pump Tank Elevation (ft) Enter Y or `N 3.25 System Head (ft) x 1.3 12.23 Forcemain Drainback (gal) 11.98 Vertical Lift (ft) 67.32 5x Void Volume (gal) 2.40 Friction Loss (ft) 79.55 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 39.32 System Demand (gpm) 17.63 Total Dynamic Head (ft) Lateral Diameter Selection Manifold_ Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 1.00 wW.. _v 1.50 x x___ 1.25 x 2.00 x 1.50 x x 3.00 2.00 x 3.00 x Gallons/Inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) `v_ 1000.OO[Se ttic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Concrete._ MManufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent_ Filter Information 650.00 Dose Tank Capacity (gal) I lak _ ~ Filter Manufacturer _ _17_.00 Dose Tank Volume (gal/in) 525 Filter Model Number Wieser ConcreteManufacturer~ Project: Buss 3 Bedroom Mound Page 2 Mound Plan and Cross Section Views t 1/10 B J Observation Pipe K .r: A W .I. - B I L Mound Component Dimensions ft A 6.00 ft E 10.44 in H 1.00 ft K Eaft B 75.00 ft F 9.50 in z 6.90 ft L ft D 9.00 in G 0.50 ft J 5.78 ft W 450.00 (ft) Dispersal Cell Area 967.42 (ft) Basal Area Available 6.00 (gpd/ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 103.19 (ft) GI I F Dispersal Cell 101.90 (ft) Lateral 101.40 (ft)--* Invert Dispersal Cell Elevation D : tF 4 xl i 2 J dt/ 7~~j✓ Y.;mil S.~...♦~~ 4 100.65 (ft) Contour Elevation 2.0 % Site Slope Geotextile Fabric Cover Shading Key T Dispersal Cell See lateral details on 10 ® Topsoil Cap c 1.5 ft Page 4 for number, size, Subsoil Cap H o and spacing of laterals. ASTM C33 Sand Laterals are equally Typical lateral spaced from the Tilled Layer m 0. ft distribution cell's © Aggregate o centerline in the -A distribution cell (AxB). Project: Buss 3 Bedroom Mound Page 3 Center Connection Lateral Layout Diagram Force main connection via tee or cross to manifold at any point. Laterals are identical 14 p S Turn-up vw bsllvalveor If x--~~Fxl~' x1241 Laterals &forcemain SGh 40 PVC -Am oleanoutplug per SPS Table 384.30-6 Holes drilled cm the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.188 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 36.69 ft Orifices per Lateral 15 Lateral Spacing (S) 3.00 ft Orifice Density 7.50 ft/orifice Lateral Flow Rate 9.83 gpm Manifold Length 3.00 ft System Flow Rate 39.32 gpm Manifold Diameter 1.50 in Total Dynamic Head 17.63 ft Forcemain Velocity 4.02 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 F- Alternate outlet location Forcemain diameter Wieser Concrete Manufacturer 2 in. Capacityl 650.00 Gallons Volume 17.00 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 20.56 349.45 B 2.00 34.00 C Pump off elevation (ft) C 4.68 79.55 89.92 D «11.00 187.00 D Total _ 38.24 650.00 Dose tank elevation (ft) 3" Bedding un er tank. 89.00 Alarm Manuafacturer _ Note: Switches Alarm Model Number WEN containing mercury _ may not be used in Pump Manufacturer `Zoeller this system. Pump Model Number (152 Pump Must Deliver 39.32 gpm at 17.63 ftTDH Project: Buss 3 Bedroom Mound Page 4 Mound System Maintenance and Operation Specifications Service Provider's Name John Schmitt Phone 715-760-0486 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 W 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 3 ears Mound Jps ect for ponding and seepage once eve 3 ears Other 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 soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished Grade Threaded Cleanout 6-8" Diameter Lawn Plug or Ball Valve Sprinkler Valve Box Distribution Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Buss 3 Bedroom Mound Page 5 Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01, R. 10/12), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706-P (N. 01/01, R. 10/12)] 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 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 soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The 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 Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L 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. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pretreatment 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. Project: Page 6 z 544" AS 84 REQD x 43" z z F D w m v \ o UP 42" 1 m 4" CAS a rn I cn -i 3" 464" 5" n ~ co > r Q 38" r- n J v UP 40" 4" CAS g ~ t o m m Imp., c m p A a 41 n ° m N I D I mm r -40 -4 z R z p ppC z z rnrnv y D Z C Z Z Otn D >9z 0 n 1339D 0 .a.D Cm$ m~00D~ xX ~~z aF ° ~~~~n~o '~:F~ v 20 om (nm if = cn > ~ZO m>0 xw~ ()p cn~ o~ c F D NNC c vFz~ocFna, -D O aZ z m s ~i Vz c'>1 o`MF r' w rrl C) cn~ v a z oo Irv mm uDi1 -10 .~46 Q a v aN of A A o oW cnm00 ii i w°o" '?1 D7 a u z 0cn A oN ~v I - , . boo n 011 M m c ^c O U) 500 22 o o z z ao trLjo vv D 0 r v m z O nW 0 O D 2F> PO O n m< v m z Z r" m a) .2 n -0 D N. d o r S to -1 Z 4 r- --42 -n 0 X N .'[m1 pj cn fD_ h O [ m A C H z r+A > ~ o 2 \ = WLP1000/650-MR MlElEl concAETE DRAWN 8Y: SME SCALE 1/4"-l'-n- PRE-POUR: m REV. n -i SEPTIC MANUAL DATE: JANUARY 2010 DATE:. POST-POUR: ,a \ z W3716 US HWY 10 MAIDEN ROCK, WI 54750 ° REVISED JAN. 2010 800-325-8456 FILE: KM000/85041? Page 7 ff ~ YM r Inc. lion. ~3';;: ,Kt,9r nan$ Zabel`'' PL°';';r. 5 Effl ; en filte A Division of Polylok Inc. - PL,-525 Filter The PL-525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has 525 linear feet of 1/16" filtration slots. Like the Polylok PL-122, the Polylok PL-525 has an automatic shut-off ball installed with every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut off the system so the effluent wont leave the tank. l' ]aslr.f 1/I6" Filtration Slots, Alarm Switch Rated for 10,000 GPD (gallons per day). 1(~ GFD (optional) ®525 linear feet of 1/16" filtration. ' G---~ Accepts 1" PVC Accepts 4" and 6" SCHD 40 pipe. Extension Handle a Built in gas deflector. Automatic shut-off ball when filter is removed. ' Alarm accessibility. 10, Rated 000 GPD * Accepts PVC extension handle. 11. 5Xi histalhitionf Ideal for residential and commercial waste flows up to 525 Linear Ft. of 1/16" 1Q000 gallons per day (GPD). Filtration Slots 1. Locate the outlet of the septic tank. - 2. Remove the tank cover and pump tank if necessary. Accepts 4" & 6" 3. Glue the filter housing to the 4" or 6" outlet pipe. If SCHD 40 pipe the filter is not centered under the access opening use a Polylok Extend & Lok or piece of pipe to center filter. 4. Insert the PL-525 filter into its housing. Certified to 5. Replace and secure the septic tank cover. NSF/ANSI Standard 46 1'1 -525 klainten Mice. The PL-525 Effluent Filters will operate efficiently for several years under normal conditions before requiring cleaning. It is recommended that the filter be cleaned every time the tank is pumped, or at least every three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter needs servicing. Servicing should be done by a certified Gas Deflector septic tank pumper or installer. Automatic Shut-Off Balt 1. Locate the outlet of the septic tank. 2. Remove tank cover and pump tank if necessary. 3. Do not use plumbing when filter is removed. 4. Pull PL-525 cartridge out of the housing. 5. Hose off filter over the septic tank. Make sure all solids fall back into septic tank. 4 6. Insert the filter cartridge back into the housing making sure the filter is properly aligned and completely inserted. Polylok, Zabel & Best filters accept Easily installs 7. Replace and secure septic tank cover. the SmartFilter@ switch and alarm. into existing tanks. Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492 Toll Free: 877.7¢5.9565 Fax: 203.284.8514 www.polylok.com Page 8 SECTION: 2.20.047 QLWlTY PL/MP8 NCe llflX " FM1919 0110 ® ~O Product information presented Supersedes g 1108 here reflects conditions at time 17ZI of publication. consult factory regarding discrepancies or ViSlf our web site: inconsistencies. MAIL TO. P.O. BOX 16347 • Louisvft, KY 40256-0347 SHIP To. 3649 cane Run Road • Louisville, KY 40211-1961 www.zooller.com (502) 778-2731.1(800) 928-PUW • FAX (502) 774-3624 COMPARE THESE FEATURES • Durable cast iron construction 95 C115~53 EFFLUENT SERIES • Model 151 comes standard with a glass-filled polypropylene base (For Pump Prefix Identification see News & Views 0052) ° Corrosion resistant powder coated epoxy finish i • Stainless steel lifting handle • Assembled with stainless steel bolts DOSEmMATE" - Non-clogging engineered thermoplastic vortex FOR SEPTIC TANK - LOW PRESSURE PIPE (LPP) impeller design AND ENHANCED FLOW STEP SYSTEMS - Model 151 -113 HP passes 1/2" spherical solids tyKt.t EFFLUENT • Model 152 -.4 HP passes Y4" spherical solids SUBMERSIBLE • Model 153 -112 HP passes 1/4" spherical solids 1'/2" NPT DISCHARGE • Motor - 60 Hz, 3450 RPM, oil-filled, hermetically sealed, automatic reset thermal overload protected Model N1521N753 • Carbon/Ceramic seals High Head C CHOUS Effluent • Upper sleeve bearing and lower ball bearing running Tdw t, uL &Mdwd uL778 MW can to csA in bath of oil SWndad cSA22.2 No, 108 • 20 ft. UL Listed power cord with molded 3-wire plug - 1 Y2" NPT vertical discharge MODELS AVAILABLE • BN and BE standard models include a 20 ft. variable • N1511N1521N153 & E1511E1521E153 nonautomatic level float switch ° BN151BN152/BN153 & BE151IBE1521BE153 packaged with Piggyback variable Level Float Switch • Operates at temperatures to 130°F (54°C) in effluent 113,.4& V2 HR 1Ph 115Vor230V applications • All models include a 1 %2" x 2" PVC adapter fitting Note: The sizing of effluent systems normally requires variable level float(s) controls and property sized basins to achieve required pumping cycles or dosing timers with nonautomatic pumps. POWDER COATED TODQN" A AWfe del BN1621BN153 PU/Y/Mo MAIL To: P.O. BOX 16347 High Head Effluent Louisville, KY 40256.0347 SHIP TO: 3649 Cane Run Road Louisville, KY 40211-1961 (502) 778-2731.1(800) 928-PUMP FAX (502) 774-3624 Manufacturers of... Zo /p p ~ `QLL4L/TY PL/MP6 ~NCE /i,/~tl " ® Copyright 2010 Zoeller Co. All rights reserved. Page 9 W PUMP PERFORMANCE CURVE TOTAL DYNAMIC HEAD/FLOW LL 5o MODEL 15111521153 PER MINUTE EFFLUENT AND DEWATERING 14 45 153 MODEL 151 152 153 12 40 Feet Meters Gal. Uters Gal. Liters- Gal Liters 35 1 5 1.5 50 189 69 261 77 291 1D 10 3.0 45 170 61 231 70 265 3015 4.6 38 144 53 201 61 231 8 151 20 6.1 29 11o 44 167 52 197 25 25 7.6 16 61 34 129 42 159 5 6 30 9.1 - - 23 87 33 125 15 35 10.7 22 85 4 40 12.2 _ _ _ _ 11 42 10 Shut-ott Head: 30 R (9.1 m) 38 fL (11.6m) 44 ft. (13.4m) 0145088 z 6 Model 151 Models 152 / 153 16 20 30 40 6D 70 a0 90 160 GALLONB - 67132 67132 - UTERfi qD 90 1 286 320 360 37M 45 - 3718 - 45Po FLOW PER MINUTE 014508A e CONSULT FACTORY FOR 3718 378 SPECIAL APPLICATIONS _ 4- - I -_„ro I 3710 J • Timed dosing panels available • Electrical alternators, for duplex systems, are available and J j supplied with an alarm • Variable level control switches are available for controlling f I ( j single phase systems I J • Double piggyback variable level float switches are available I for variable level long and short cycle controls • Sealed Qwik-Box available for outdoor installations - See 11 11ho J I 12116 FM1420 ~ • Over 130°F (54°C) special quotation required 415Ite sale 15111521153 Series - i SK2444 SK2054 15111521153 MODELS Control Selection Model Volts-Ph Mode Amps Simplex Duplex N151 115 1 Non 6.0 1 2 or 3 SN151 115 1 Auto 6.0 Included 2 or 3 E151 230 1 Non 3.2 1 2 or 3 N1521 115 1 Non 8.5 Included or 3 11EaSy assembly" BN152 115 1 Auto 8.5 included 2 or 3 (pump 8 discharge pipe 5 Non 43 1 or not included.) SE152 230 N23O1 Auto 4.3 Included or N153 ' Non 1015 1 or BN153 Auto 10.5 Included 2or3 E163 Non 5.3 1 2 or 3 BE153 Auto 5.3 Included 2 or 3 SELECTION GUIDE 1, Single piggyback variable level float switch or double piggyback variable level OPTIONAL PUMP STAND PIN 10-2421 float switcl. Refer to FM0477. 'Reduces potential clogging by debris Replaces rocks or bricks under the pump 2, See FM0712 for correct model of Electrical Alternator E-Pak. • Made of durable, noncorrosive ABS 3. Variable level control switch 10-0743 used as a control activator, specify duplex • Raises pump 2" off bottom of basin (3) or (4) float system. • Provides the ability to raise intake by adding sections of 1 W or 2" PVC piping a catmolu • Attaches securely to pump All installation of controls, protection devices and wiring should be done by a qualified • Accommodates sump, dewatering and effluent applications licensed electrician. All electrical and safety codes should be followed including the NOTE: Make sure float is free from obstruction. most recent National Electrical Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. ®Copyright 2010 Zoeller Co. All rights reserved. Page 10 PLOT PLAN N Project Name: BUSS 3 Bedroom Mound Legal Description: SE114, NW1/4, S24, T30N, R20W P.I.D: 030-2095-50-000 Subdivision Name: Country Side Estates Lot SCALE: V = 60' Township: Saint Joseph Parcel Size: 5.730 Acres County: St. Croix Contour Line Elevation: 100.65 Cell Dimensions: W X 75' 4 inch Sch 40 -ASTM D2665 System Elevation 101.40' Mound Dimensions: 190.61'X 18.68' 2 inch Sch 40 -ASTM D1785 Slope: 11/2 Sch 40 -ASTM D1785 A BM1 Elevation: 100.00' Nail in Elm Tree BM2 Elevation: 102.70' To of steel fence post ■ Backhoe Pits: New Tank: 1000 gallon Septic Tank with Pol lok 525, 650 gallon Pump Chamber 191 Lr 13i~ rvO1vTVuP- 137, 4~ J000/ 650 r g3n(95- pR@PWo- PRO) G5:: 5r/ 38, _ , G 81455 WrPi)i~i~ r- o / I 1 r1t r4 r? 5 14 I ~ 0RIV ~ I i / fZ W 7-147 5 i ec~j Page 11 I ING TANK SPECIFICATIONS Number of bedrooms Non-residential estimated flow (gpd) 200Q.0 Minimum holding tank volume required (gal) Proposed holding tank capacity (gal) Proposed tank size is tr4o small„ Tank Manufacturer Complete tank o ~"s nail Tank model number Completes tank mode! t . Alarm manufacturer Complete alarm manufacti pr's n Alarm model number Complete alarm model nurni)M IE Tank Dimensions and Data Tank Anchor Calculations X for round tank 14940 Ibs Weight of tank and cover 38.0 Liquid depth below inlet invert (in) 1.50 Safety factor 8.0 Maximum de th of soil cover (ft) Ibs Weight of anchor required 55.0 Height (in) Outside 30.4 n Soil cover req. for anchor or E146.0 Length (in) Dimensions yd' Concrete counter weight 84.0 Width (in) Only 5~L HO G TANK CROSS SECTION manhole cover with locking device and finished vent cap junction - warning label grade box N22 min. 12" min, 3 ln. Manhole and vent locations conduit vent pipe 18" min. tether weight service ~ inlet 12.0 in. building sewer blind plug alarm on Note: All tank joints, and to seal joints between tank outlet openings and piping are Electrical as per 26.0 in. sealed watertight. All NEC 300 pipe and vent materials and SPS 316 comply with SPS 384. 3 in. bedding under tank. Tank is anchored as necessary to negate buoyancy. Project: Transaction Number: Page 12 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Michael Buss Mailing Address 8805 Ironwood Avenue S., Cottage Grove, MN 55616 X1464 24th Street SD Property Address (Verification required from Planning & Zoning Department for new construction.) Houlton W154082 030-2095-jQ-QQa City/State Parcel Identification Number LEGAL DESCRIPTION W, Town of Joseph Property Location SE %4 , NW 1/4 , Sec. 24 , T 34 N R 24 Country Side Estates Subdivision Plat: , Lot # Certified Survey Map # , Volume , Page Warranty Deed # (before 2047)Volume , Page Spec house QyesEho Lot lines identifiable Dyesono SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §SPS. 38352(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, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Safety And Professional Services and the Department of Natural Resources, State of Wisconsin.. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. I/we certify that all statement on this form are true to the best of my/our knowledge. I/we am/are the owner(s) of the property described above, by virtue a warranty deed recorded in Register of Deeds Office. Number of bedrooms 3. SIGNATURE OF APPLICANT(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 04/12) Page 13 COUNTRY SIDE ESTATES LOCATED IN PART OF THE NEV4 OF THE NWV4 AND IN PART OF THE SEV4 OF THE NWIM OF SECTION 24, T30N, RZOW, TOWN OF S7 JOSEPH, ST CROIX COUNTY, WISCONSIN. LEUNO OWNER o ,..+t•r wr,n tw.•. .t.+H«r .•r. u..nt ti0'""" / 4 lwnw wur O 7`iiiia"S,w. u•. rtrw •Hw N Ai rrwi[I• w MwM tertrlrt •!3 40•. • aMi W •w•r tr••••Nr, uN[• r W . •N pied dtif~.,yidiad ^S« nM ai" ft N.N•e gfa,P aw r.•t w.,,. Nunn N mfriw.atw eeaa eau eH•gefr •bt NxNUwe• rc lot. .nN..`Hfe°t•at:• N'"1eetil`.t.".r~n'wi'tti. t nsN•~neaf•Ne :i ! a••.•.-, WIM iNRM1w NN.w... oo. ~j N•r•rN /Ma A.t Wr NNtwi S. ~ d~ /a ,~j• ~Y (y~~.NU• qN.M• W„N ruMM• •+w.l ,t, ( ail `I~ , ` 1 Ida Cdr LOT 19 . t(( NI♦ H W {M •W N • N N••N . ~INa IN y'~ / N (tf IUIIYHN -td :NitY a •NVr• Nr!•wt v\rita \ /f \tAl/ tN ! too t3p R •\nN Il-' • nN.Nw• [ tvlvr NrN 4 N w N • vtnttlM •t aHN »•.Il HiNtwu wwe... duua wt..•u n ~ . , N ••t Nn, •n l r eN at rNtl• t~H• H. wN•!• , ~ to itU •lllftl. Nv/H tN t{Na N •awr aN •Ta•. / ~ i~ 4 rA I` E t2I N pli1 Ww tN• rrr Irt.tl t• WNfnt to •u. awe1~ Nt 1wMV Iw•, nIn 1 ttt t•~' dvl•tl•H {3.••. alwp. W{•t• frt r1N• r /i • ~ ~ + H. t• ryrn•t NN.f NNn n t'••NIa~O•wtT \ j v INfN T wl 1 •Ma••R tN dt. / .iH Hten .w .rrr.ra.e. rw. wri e•. he ~ ~+'avr C-J~ fe . PLAT LOCATION. / R d \t LOT 10 IN.: I ! I / OT 8 OUT" n / TitM.Mav LOT II 1 y 7 9 I LOT 7 L4I : f y `Jr r` w.•N H. q ~ ! i ~ LOT 6 I =~yi2 MM nant v e. r ~fi?t j Kfx I I V% I. ROAO OCCICATEO--TO-THE'-roe Ij uc-+! t~` (LOT\g, ~ ~ .N•N•.~„s. Y~ NI~ I Ix.tN N n. ~ ` :>•4 ~ ~ ~.i' LINE '00.. ces mu • Wn•r• •Vr•n.••1 N.n• •h,••H •aM,V,H n ~ , ,YtV,r •NM••r • •t•„•,M n1•rYH r/n•wt \ / tr, N w ; N> N• W„•,F tM„Nn• 1N.1V rl w•n•..•3 WV,N ~J f M M1M•v. ,Y•M•tH 1 N ,•M'•.•t t M , II 1 I 6 ZUZ v Q Ell N rYS~ ,jyrw+ „ N ' o/c asp a-fi NJ AN O Aft 1o-! Ir! ?to I Jftas aft-if r wmwm rg. - - - i Rr ~ as i R R~ d a ~ U F t~ln X .trc o-n - I . as r. If ~ II1 I L,J i I I 14 r t' I - + 1 r'-l L 1 I ~ I II 1 I 4`tJ I ! LfJ j4--~ i i RI, I rl~ t ~ I I I i I II rh _ ~ I WE L~J - I E I ~ I I -1 1 t II " I I 1 I ►I II II it II Ii t l ,E., i t II II 11 I1 11 II• II II II 11 I I ~J 1 II II II II 11 II II I I I ~ II I I j I Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and Hurnan Relations Oivisiaryo?Safety & Buildings in accord with ILHR 83.05, 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 St. Croix not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. 030-2095-50-000 APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION VIE ED BY DATE 2.3o'R PROPERTY OWNER: PROPERTY LOCATION ' GOVT. LOT SE 1/4 NW 1/4,S 24 T 30 N,R 20 R(or) W PROPERTY OWNERS MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # 149 High St. 5 na Country Side Estates CI7STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE ]TOWN NEAREST ROAD New Richmond, WI. 54017 (71$ 246-4767 St. Jose h [ New Construction Use [ Residential / Number of bedrooms [ ] A Idi ' n to exi ting b ildin Replacement [ j Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate .5 bed, gpd/ft2 .6 trench, gpd/ft2 Absorption area required 500 bed, ft2 500 trench, ft2 Maximum design loading rate .5 bed, gpd/ft2 .6 trench, gpd/ft2 Recommended infiltration surface elevation(s) 101.55 ft (as referred to site plan benchmark) Additional design / site considerations system el. based on contourt line of el. 100.55' Parent material pitted glacial drift Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable fors stem ❑ S ®U El S~ ❑U~ El S ® U ❑ S (2U El S ®U ❑ S [2u 5U'11,-DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench La 1 1 0-11 10yr3/3 none sl 2mgr mvfr gw 2f .5 .6_ 2 11-22 10yr4/4 none sl 2msbk mfr gw if .5 .6 Ground 3 22-29 7.5yr4/4 none scl lcsbk mfr gw na .2 .3 100e65ft, 4 29-60 7.5yr4/4 c2d 7.5yr5/6 scl lcsbk mfr na na .2 .3 Depth to limiting factor 29" Remarks: Boring # 1 0-12 10yr3/3 none sl 2mgr mvfr gw 2f .5 .6 L2 2 12-26 10yr4/4 none sl 2msbk mfr 9w if .5 ' .6 3 26-32 7.5yr4/4 none sl 2msbk mfr gw na .5 .6 Ground elev. 4 32-55 7.5yr4/4 c2d 7.5yr5/6 sicl lcsbk mfr ,2 ,3 100.9 ft. . Depth to limiting factor ' - 321, Remarks: ~~'NpyC~N4~ , CST Name:--Please Print Gary L. Steel Phone: 715-246-620 f eF," Address: 1554 200th v New Riclunond. WI 54017 Signature: Date: 12_22_97 CST um er: m02298 - PROPERTY OWNER Vern Skoglund SOIL DESCRIPTION REPORT Page 2 `of 3 PARCELLD.# 030-2095-50-000 v ' Depth Dominant Color Mottles Texture Structure Consistence Bax~dary Roots GPD/ft Boring # Hor;izon in Munsell Ou. Sz. Cont Color Gr. Sz. Sh. Bed Tre & 0-13 10yr3/3 none sl 2msbk mfr gw 2 f .5 .6 L' 3 9w 2 13-27 10yr4/4 none sil 2msbk mfr if .5 .6 Ground 3 27-45 7.5yr4/4 c2d 7.5yr5/6 sil 2msbk mfr na na .5 .6 elev. 99.95 ft. Depth to limiting factor 27" Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) PROPERTY OWNER Vern Skoglund SOIL DESCRIPTION REPORT 2 3 Pagc _ of PARCEL I.D. # 030-2095-50-000 Boring # Horizon Depth Dominant Color Mottles Texture Structure GPD/ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Consistence Boundary Roots Bed Trench 1 0-13 10yr3/3 none sl 2msbk mfr gw 2f .5 L.66 2 13-27 10yr4/4 none sil 2msbk mfr gw if .5 Ground 3 27-45 7.5yr4/4 c2d 7.5yr5/6 sil 2msbk mfr na na .5 elev. 9.95 ft. Depth to limiting factor 27" Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(R.05/92) A ' STEEL'S SOIL SERVICE Gary L. Steel CSTM2298 Vern Skoglund MPR3W 3254 SEgNWq S24_T30N-R20W 200th Ave. New Richmond, Wi 54017 town of St. Joseph lot #5-Country Side Estates (715) 248-6200 N 1"=40, BM.= nail in Elm tree C el. 100, Alt. BM- = top of steel fence post C el. 102.70, r $1~ gyp, ~ Gary L. Steel 12-22-97