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HomeMy WebLinkAbout018-1025-60-000 Wiscons n,Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and B41ilding D#eision INSPECTION REPORT Sanitary Permit No: i 515294 ~ l (ATTACH TO PERMIT) State Plan ID No: GENERAL INFORMATION Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. ? J 7, j Permit Holder's Name: City Village X Township Parcel Tax No: Gausman, Stanley W. & Susan Hammond, Town of 018-1025-60-000 CST BM Elev: Insp. BM Elew BM Description: Section/Town/Range/Map No: AA'\' I « 12.29.17.189A TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER 5 CAPACITY STATION ZB3 2I_., FS ELEV. Septic Benchmark ~/I l '6y a s~~ X M' F. 77 W Dosin ~/r~ Alt. BM Dosing 6D v ~ 0 h C Bldg. Sewer pa Cbk Holding St/Ht Inlet 4 S t-i TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WALL BLDG. Vent to Air Intake ROAD Dt Inlet C,1~t 1 Septic Dt Bottom Dosing 31 ' /66 / / D , Z-7 Header/Man. r° S' ~G'/. Aeration Dist. Pipe ey Holding Bot. System -7 1-7 106 ✓ 7 ~ PUMP/SIPHON INFORMATION Final Grade • 5 Z 162 • ,3 I Manufacturer Z~~_j & A.- Demand St Cover / GPM 14-77 Z''-"! 1~-~~~ G~ C QA Model Number e3Q . 7/_ TDH Lift Friction Loss / System Head TFt ! CJ 1v Forcemain Length / IDia.2.il Dist. to Well SOIL ABSORPTION SYSTEM 6 OeQL BED/TRENCH Width /Length No. O Tren es PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS (0 75 le SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION Typ ystem: CHAMBER R OR Model Number: A~ibL .tip If N DISTRIBUTION SYSTEM Ael a"_ z b( L"j Header/Manifo~ / IDistribution f~ ) x Hole Si x Hole Spacing V,e/~~)jt to Air Intake Length Dia LengthDia Spacing J ~3 SOIL COVER' ' x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched BedlTrench Center /t / G Bed/Trench Edges Topsoil I R_ Yes E] No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: g / f 1 / ✓a Inspection #2: / Location: 1050 Highway 63 Baldwin WI 5 0 2 N 1/2E1/4 122 29N R17W) metes & bounds Lot CIA %A-A- Parcel No: 12.29.17.189A 1.) Alt BM Description 2.) Bldg sewer length =+Ct3 - amount of cover Gxx- Plan revision Required. ❑ Yes No Use other side for additional information. Date Insepctor's Si ature Cert. No. SBD-6710 (R.3/97) commerce.wl.gov Safety, and Buildings Division Cou3'T 1 Won Ave., P. Box 7162 C~ c9% Y- i sco n s n W1 53707 Sanitary Permit Number (to be filled in by Co.) Department ~ State Transaction Number Sanitary Permit Application 3o In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission ofthis formT Late gf4ental unit is required prior to obtaining a sanitary permit. Note: Application forms for ;8 POWTS are Project Address (if different than mailing address) submitted to the Department of Commerce. Personal information you provide may be T; condary purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. L Application Information - Please Print All Information Property Owner's Name Parcel # -5 I~,~L C 1V 1J c /1iL1 ~'l 5 /,-I - /,9 2 S - ~D Property Owner's Mailing Address Property Location 1050 / 116,4 t-V14 / f 63 Govt. Lot l d City, State Zip Code Phone Number Sr- 'i Section 'rcle one 814 d L Z(.7/ A r 5q oo Z T J N; R / E of V 11I. Type of Building (check all that apply) A^S Lot # 1 or 2 Family Dwelling -Number of Bedrooms'' / Subdivision Name ❑ Public/Commercial - Describe Use J J ❑ City of ❑ State Owned - Describe Use CSM Number ❑ Village of 7vd,Q, i/& Uj2lYD ® Town of M1t1#401V III. Type of Permit: (Check only one bog on line A. Complete line B if applicable) A. New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) List Previous Permit Number and Date Issued B. ❑ Permit Renewal Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New Before Expiration Owner O IV. Type of POWTS S stem/Com onent/Device: Check all that a 1 ^ - pp :2:n A "?Ij ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in of suitable soil(,_[)r Mound < 24 in. of suitable soil ❑ Pretreatment Device ex lain ❑ Holding Tank ❑ Other Dispersal Component (explain) ( p ) V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Application gpds Dispersal Area Requ} ed (sf) Dispersal Area Proposed (so ^ System Elevation VL Tank Info Capa ' in Total # of Manufacturer Gallons Gallons Units a o New Tanks Existing Tanks / j U C v~ ti r7i w C7 P-~ Septic or Holding Tank / 00 0 ry © 1 ` Dosing Chamber f" 0 1 VII. Responsibility Statement- 1, the/undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber' igna e , MP/MPRS Number Business Phone Number Plumber's Address (Street, City, State, Zip Code) pT,Y #4'r_ oun /De artment Use Only Approved ❑ Disapproved Permit Fee ^ Date Iissued Issuing q~eny Signature ❑ Owner Given Reason for Denial J DL Conditions of APProval/Reasons for Disapproval J ;7 t / i I (L-! YiiJ 7L~'st DLi1~'Ct A ch to complete plans for the system and submit to the County only on paper not less than 8 1n a 11 inches in size PLOT PLAN tGausman Property BM2 E l va tion =1 I0Q.0Q' Top of 2" PVC pipe at Hwy, 63 Right of way 9 ion - 97.91'Top of 2" PVC pipe; north of calf barn. ■ Backhoe-pits - - - N - Slopje= -W. Elevation Pontour line;: 98.96' System' Elevation =1~06T 20 Acre-Parcel- Scale : V= 50' - - - 12TIa Li /V cc ZC d/le~tL _ _ CoNro~i,~_ 6.4L Ad 57-t P C W rrrHq`co 5z~ - - -~Z_/E-S(o P Ziz1.2o Et-1J L4cNT ~1crr uNa wo PROPcnt-- i) - -j"_ y: r U3v Page 10 of 12 sD~t7W L/N~ Z~ c~C~~= ~~CtL Safety and Buildings 3824 N CREEKSIDE LA commerce.wi.gov HOLMEN WI 54636 Contact Through Relay isconsin www.commerce.wi.gov/sb/ www.wisco isconsinsin.go .gov Department of Commerce Jim Doyle, Governor Aaron Olver, Secretary July 26, 2010 CUST ID No. 223760 ATTN.• POWTS Inspector JOHN F SCHMITT ZONING OFFICE SCHMITT & SONS EXCAVATING ST CROIX COUNTY SPIA 616 150TH AVE 1101 CARMICHAEL RD SOMERSET WI 54025 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 07/26/2012 Transaction ID No. 1832368 SITE: Site ID No. 758609 Pl Stanley & Susan Gausman ease refer to both identification numbers, Hwy 63 above, in all correspondence with the agency. Town of Hammond St Croix County NE1/4, SEl/4, S12, T29N, R17W FOR: Description: New Mound Object Type: POWTS Component Manual Regulated Object ID No.: 1274522 Maintenance required; 3 Bedroom Design Flow rate; 16 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD-10691-P (N.01/01), Pressure Distribution Component Manual - Version 2.0, SBD-10706-P (N.01/01); Effluent Filter Q o The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes o 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. 1 The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code Qp requirements. S~O C_ No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders • This system is to be constructed and located in accordance with the approved plans and with the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0" SBD-10706-P (N.01/01). • This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD-10691-P(N.01/01). • The pressure network is to be constructed in accordance with publications SBD-10706-P(NO1/O1) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems - Version 2.0" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81)". A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits JOHN F SCFIlVIITT Page 2 7/26/2010 required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions ;;4,o::c. conditions arise making them necessary for code compliance. As per state stats 101. 12(2), nothing in this reviev, 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 be on this letterhead. low, or at the address 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, 0 00 =$0.00 Dennis R Sorenson Wastewater Specialist, Integrated Services (608)785-9336 , dsorenson@commerc e. state. wi.us cc: Leroy G Jans ky, PO WTS Wastewater Specialist, (715) 828-5902, Monday, 7:00 A.M. To 3:30 P.M. Stan Gausman Notice: Starting July 1, 2009, no person or entity may engage or offer to engage in construction business in Wisconsin unless they hold a Building Contractor Registration, or equivalent, issued by the Safety and Buildings Division of the Wisconsin Department of Commerce. "Construction business" means a trade that installs, alters or repairs any building element, component, material or device that is regulated under the commercial building code, chs. Comm 60 to 66, the uniform dwelling code, chs. Comm 20 to 25, the electrical code, ch. Comm 16, the plumbing code, chs. Comm 81 to 87, or the public swimming pools and water attractions code, ch. Comm 90. The term does not include the J delivery of building supplies or materials, or the manufacture of a building product not on the building ' site. a For further information, go to our website: www.commerce.wi.gov/SB/SB-BuildingContractorProgram.htrn] RECEIVED JUL, 1 6 2010 SAFETY & BUILDINGS MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE Project Name: Gausman Mound Owner's Name: Stanley and Susan Gausman Owner's Address: 1050 Highway 63 Baldwin, WI 54002 Legal Description: NE1/4, SE1/4, S12, T29N, R17W Township: Hammond County: St. Croix Subdivision Name: 20 Acre Parcel Lot Number: na Block Number: na Parcel I.D. Number: 018-1025-60-000 Plan Transaction No.: Page 1 Index and title V'• Page 2 Data entry1 o~~ Page 3 Mound drawings Oc0 OeJQ. Page 4 Lateral and dose tankO pa Page 5 System maintenance specifications Page contingency plan e 7 Pump curve and specifications Pa Page 8 Tank Specifications Page 9 Effluent Filter Information Page 10 Plot Plan Page 11 Warranty Deed Page 12 Soil Evaluation Report Designer: John Schmitt License Number: D1927, MPRS 223760 Date: 07/14/10 Phone Number: 715-760-0486 Signature: ;F-1 1 t,' Lc 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 (01181) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01) Version 6.0 (R. 04/08) Page 1 of 12 Mound and Pressure Distribution Component Design Site Information R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 8344-3 in-situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150%) coliform of 36 inches. 450.00 Design Flow (gpd) 2.00 Site Slope 98.96 Contour Line Elevation (ft) 16.00 Depth to Limiting Factor (in) 0.60 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) = 6.00 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? 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. 0.188 Orifice Diameter (in) 2.50 Orifice Spacing (ft) = 7.50 ft2/orifice 2.00 Forcemain Diameter (in) 110.00 Forcemain Length (ft) Does the forcemain drain back? Y 83.16 Pump Tank Elevation (ft) System Head (ft) x 1.3 17.94 Forcemain Drainback (gal) Vertical Lift (ft) 67.32 5x Void Volume (gal) q.5232 oss (ft) 85.26 Minimum Dose Volume (gal) Friction L 0.00 In-line Filter Loss (ft) 39.32 System Demand (gpm) ~7j 23.73 Total Dynamic Head (ft) 3 Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. o tions choice 0.75 1.25 1.00 1.50 x 1.25 x 2.00 x x 1.50 x x 3.00 2.00 x 3.00 x Gallons/inch Calculator Treatment Tank Information Total Tank Capacity (gal) 1000.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Concrete Manufacturer L~J gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 650.00 Dose Tank Capacity (gal) PolyLok Commercial Filter Manufacturer 17.00 Dose Tank Volume (gal/in) 525 Filter Model Number Wieser Concrete Manufacturer Project: Gausman Mound Page 2 of 11 t Mound Plan and Cross Section Views T J 1/10 B : Observation Pipe::::: l K O A B z Q. L Mound Component Dimensions A 6.00 ft E 21.44 in H 1.00 ft K 10.56 ft B 75. F 9.50 in z 9.82 ft L 96.11 ft D Win G ft J 8.37 ft W 2420 ft Dispersal Cell Area 1186.84 (ft2Basal Area Available /ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.42 (ft) Ja We". H I F Dispersal Cell 101.13 (ft) Lateral 100.63 (ft)~ - Invert Dispersal Cell Elevation E D 98.96 (ft) Contour Elevation 2.0 % Site Slope Geotextile Fabric Cover Shading Key T- Dispersal Cell See lateral details on Topsoil cap c 1.5 ft T Page 4 for number, size, Subsoil Cap 2 n5 0 ~Q and spacing of laterals. © ASTM C33 Sand 6 Z 1 F Laterals are equally Tilled Layer 0.5 ft Typical Lateral spaced from the cell's 05 0 Aggregate 5 o center) nlenin the - A distribution cell (AxB). Project: Gausman Mound Page 3 of 11 Center Connection Lateral Layout Diagram Force main connection via tee or cross to manifold at any point. Laterals are identical I P i= Turn-up vdball valve or IE X~JEx12 I 02+1 Laterals & force main of PVC Sch 40 clean out pl u g per COMM Table 84.30-5 Hales drilled on 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 ft2/orifice Lateral Flow Rate 9.83 gpm Manifold Length 3.00 ft System Flow Rate 39.32 gpm Manifold Diameter 2.00 in Total Dynamic Head 23.73 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 Comm 16.28 WAC Disconnect - 4 in. min. Tank component is properly vented E-- Alternate outlet location Forcemain diameter Wieser Concrete Manufacturer 2 in. Capacity 650.00 Gallons -T Volume 17.00 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 19.22 326.74 B 2.00 34.00 C Pump off elevation (ft) C 5.02 85.26 84.16 D 12.00 204.00 D Total 38.24 650.00 Dose tank elevation (ft) Bedding un er tank. 83.16 Alarm Manuafacturer Septronics Alarm Model Number TM1 Pump Manufacturer Zoeller Pump Model Number 153 Pump Must Deliver 39.32 gpm at 23.73 ft TDH Project: Gausman Mound Page 4 of 11 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 ft2 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 ponding and seepage once every 3 years Miscellaneous Construction and Materials Standarr 1. Observation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertignt 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 Turn-up Detail Finished Grade \ ~1 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Gausman Mound Page 5 of 11 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, 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, Slats. 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 fitter shall be assessed at least once every 3 years by inspection. The outlet fitter shall be cleaned as necessary to ensure proper operation. The fitter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the fitter when removed from its enclosure. If the fitter is equipped with an alarm, the fitter shall be serviced if the alarm is activated continuously. Intermittent fitter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify pro;, 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 BOD5, 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 co mponent(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. //77 qp„ SECTION: 3.20.014 t' 6L1 l-Y /Z4.6-5 ~/iNCE ~~Jc! FM1919 o`° ~Ea co,Npq 1202 zy Supersedes Product information presented here reflects U~ 1/t P l0. 0802 conditions at time of publication. Consult factory ~ regarding discrepancies or MAIL TO: P. 0, BOX 16347 • Louisville, KY 40256-0347 visit our web site: inconsistencies. SHIP TO: 3649 Cane Run Road • Louisville, KY 40211-1961 http://Www.zoeller.com (502) 776-2731 • 1 (800) 928-PUMP • FAX (502) 774-3624 ZOEMER ON-SITE WASTEWATER PRODUCTS INTRODUCING ZOELLRR ON-SITE VOSE~MATE" PUMPS COMPARE THESE FEATURES • Durable cast iron construction. 151/1521153 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. " " • Stainless steel lifting handle. DOSE -MAT E • Assembled with stainless steel bolts. • Non-clogging engineered thermoplastic vortex FOR SEPTIC TANK - LOW PRESSURE PIPE (LPP) impeller design. AND ENHANCED FLOW STEP SYSTEMS • Model 151 - 1 /3 HP passes '/z' solids. SSPMA EFFLUENT MEMBER • Model 152 - .4 HP passes 3/4" solids. SUBMERSIBLE ~P`milMya SUMP ® O rr*t • ~ • Model 153 - 1/2 HP passes 3/4" solids. PUMPMFRS "ASSN 1'/2" NPT DISCHARGE A 2 • Motor - 60 Hz, 3450 RPM, oil-filled, hermetically s `RAGS sealed, automatic reset thermal overload protected. Model N152/N153 • Carbon/Ceramic seals. C S us High Head Tested 778 and • Upper sleeve bearing and lower ball bearing running CSA 22to.2UL 108 Standards Effluent SA 2 in bath of oil. MODELS AVAILABLE • 20' UL Listed power cord with molded 3-wire plug. N151/N152/N153 & E151/E152/E153 nonautomatic • 1'/2' NPT vertical discharge. BN151/BN152/BN153 & BE151/BE152/BE153 packaged with Piggyback Variable Level Float Switch • BN and BE standard models include a 20' variable 1/3-4 & 1/2 HP, 1Ph 115V or 230V level float switch. • Operates at temperatures to 130°F (54°C) in effluent 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 properly sized basins to achieve required pumping cycles or dosing timers with nonautomatic pumps. POWDER 17 COATED TOUGH" PUMP fO. Model BN152/BN153 Manufacturers of... - High Head ~ Z Effluent QZrWZITIPUMPS sNCE 19,7, s © Copyright 2002 Zoeller Co. All rights reserved. LL PUMP PERFORMANCE CURVE TOTAL DYNAMIC HEAD/FLOW 50 MODEL 151/152/153 PER MINUTE is 45 153 EFFLUENT AND DEWATERING 12 40 MODEL 151 152 153 °a 35 152 Feel Meters Gal. Liters Gal. Liters Gal. Liters = 10 v 5 1.5 50 189 69 261 77 291 30 a 10 3.0 45 170 61 231 70 265 8 25 151 N~- IN 15 4.6 38 144 53 201 61 231 20 6.1 29 110 44 167 52. 197 6 20 25 7.6 16 61 34 129 42 159 30 9.1 23 87 33 125 15 35 10.7 22 85 40 12.2 10 11 42 Shut-off Head: 30 ft. (9.1 m) 38 ft. (11.6m) 44 ft. (13.4m) 2 5 0145086 D 10 20 30 4 50 60 7D 80 90 100 GALLONS LITERS 0 40 80 120 160 200 240 280 320 360 FLOW PER MINUTE 014508A Model 151 Models 1521153 CONSULT FACTORY FOR 6 1/4 SPECIAL APPLICATIONS 7/8 y • Timed dosing panels available. a a • Electrical alternators, for duplex systems, are available and /e 3 zr; sz supplied with an alarm. - - • Variable level control switches are available for controlling o 718 O a L a Lsingle phase systems. I_ • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Qwik-Box available for outdoor installations. See • Over 130°F. 54°C. special quotation required. i .1/16 12 1/a 151/152/153 Series - 1511152/153 MODELS Control Selection rModel 4 3/a Volts-Ph Mode Amps Simplex Duplex N151 115 1 Non 6.0 1 2 or 3 j BN 151 115 1 Auto 6.0 Included 2 or 3 I E151 230 1 Non 3.2 1 2 or 3 r BE151 230 1 Auto 3.2 Included 2 or 3 151TEMP SK2064 N152 115 1 Non 8.5 1 2 or 3 BN152 115 1 Auto 8.5 Included 2 or 3 ~E152 230 1 Non 4.3 1 2 or 3 BE152 230 1 Auto 4.3 Included 2 or 3 N153 115 1 Non 10.5 1 2 or 3 BN153 115 1 Auto 10.5 Induced 2 or 3 E153 230 1 Non 5.3 1 2or3 SELECTION GUIDE L_BE153 230_- 1 Auto 5.3 Included 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. A CAUTION 2. See FM0712 for correct model of Electrical Alternator E-Pak. All installation of controls, protection devices and wiring should be done by a qualified 3. Variable level control switch 10-0225 used as a control activator, specify duplex (3) licensed electrician. All electrical and safety codes should be followed including the most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). Or (4) float system, RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL T0: P.O. BOX 16347 J kLiq\ Louisville, KY 40256-0347 Manufacturers of . SHIP T0: 3649 Cane Run Road Louisville, KY 40211-1961 ~71 (502) 778-2731.1 (800) 928-PUMP LZIII PUMPS SNCE http://www.zoeller.com FAX (502) 774-3624 © Copyright 2002 Zoeller Co. All rights reserved. N' 54j" AS 84" REQD m 43" z Z m c 1 ~t W D ~ 0 O o F UP 42" D m 4" CAS N m 3" 461" I 5- C-0 In ~p >m 1 m m rn 38" m ` r m 1 v mrn D N I I N UP 40" v 4" CAS , o- m z c v v 41 D m (n I D I mm D r r r Z Z O c z 1 Do 1 4 m D z ca X71 ~wD C n p9E Z 0p.> rnroZm>00>o m z Z r- x r _ :20~~rN C/) mo mnfWn 2N m m ~n0 zA0 m00*. 2C-) z D m0Q rD 1 O r 1r- OG Wm * LA D O A r fn-n4 - F,,. w ~ O ~ y z 0 n m vci F r~1 ? tr y coo f-lt Rl . w rri O 7ZC qZ D ( ((A =i O <<D pZ 00 ~N - N I ~ fir i0 sue? D 1 !/f 87% = n D f~l (*1 p Q (m/1 m> I M W O h) TI O7 v D U (nZ 0v! u1 f c oN mm Dr O o0o n O cl) p A m n N ~O Z m p z Z 00 m1m w to m m w Ln W n A~ n 1 D rr nr D r0 v m I Co 0 v ° v n 3 ~r^ z ZZ ~'r`p m1 (A .Z7 m< v m a 1-1 y D D i~. v 0 23 017 of 1 z 'n 1 Z cc o v ry mo g O (-j v~ ;d ~c m n D 0 (A ;a rn 3 m A l 0 p r r~~ m 17 C D o 0 O m z M Fn \(A WLP1000/650-MR DRAWN BY: SME SCALE: 1 4"=1'-0" PRE-POUR: m MHER I REV- ° , SEPTIC MANUAL CODCAETE DATE: JANUARY 2010 DATE.. POST-POUR: \ Z W3716 US NWY 10 MAIDEN ROCK, NA 54750 REVISED JAN. 2010 800-325-8456 FILE: rKrloooIV" Page 8of12 ]g INSTALLATION INSTRUCTIONS UMA r MEN Innovations in Recast, Drainage ADmuh PL-525/PL-625 F 1 FILTER 8' 6Vastewater ProdUC(5 A Divisiono/PdylokIrn. INSTALLATION INSTRUCTIONS Center filter with opening z, f WZ N x M O /112 Additional pipe or f,- W, Polylok Extend & Lok- Glue for centering. f` #'t n Step 1: Step 2: Step 3: (A) Locate the outlet of the septic tank. (A) Before installation, place the (A) Glue the filter housing on the (B) Remove tank cover and pump tank filter housing on to the outlet pipe. outlet pipe. if necessary. (B) Make sure that the housing (B) Insert the filter cartridge in the is positioned so the filter can be housing, making sure the filter removed from the tank for cartridge is properly aligned and maintenance and service, completely inserted in the housing. MAINTENANCE INSTRUCTIONS wown, <~..A,'.nyt Step 1: Step 2: Step 3: Locate the outlet of the septic tank. (A) Remove tank cover and pump (A) Insert the filter cartridge back if necessary. into the the housing making sure ® (B) Pull the filter out of the housing. the filter is property ali9hed (C) Hose off the filter over the septic tank. and completely inserted. USE RUBBER GLOVES Make sure all solids fall back into the (B) Replace septic tank cover WHEN CLEANING FILTER septic tank. INSTALLATION INSTRUCTIONS ,1 P~ ~ 'Mlnc, aSatevnn= it Pr °aae , za W ~lm P L-525/P L-625 FILTER ts ADivisionofPd~lok7nu &N.'ss.;ter Proodjr duc PL-525/PL-625 FEATURES & BENEFITS 3 Features & Benefits: • Rated for 10,000 GPD • PL-525 = 525 Linear Feet of 1/18" Filtration PL-625 = 625 Linear Feet of 1/32" Filtration lit PL-525 PL-625 .Accepts 4" and 6" SCHD. 40 pipe The PL-525/625 Effluent Filter should operate efficiently • Built in Gas Deflector for several years under normal conditions before 9Automatic Shut-Off Ball when Filter is Removed requiring cleaning. It is recommended that the filter be cleaned every time the tank is pumped or at least every .Alarm Accessibility three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the .Accepts PVC Extension Handle filter needs servicing. Servicing should be done by a certified septic tank pumper or installer. RECOMMENDED PRODUCTS Polylok PVC Filter Extension Handle NNW 3 Risers & Riser Covers Extend & LokTM Riser Safety Screens Filter Alarm Panel and Polylok risers bring your Polylok Extend & LokTM Polylok safety screens SmartFilterTM Control septic tank cover to grade. is a simple, easy to use prevent tragic accidents Switch This allows locating and solution that can extend from happening by children Polylok filter alarm panels servicing your filter easier the inlet or outlet pipe and and pets falling into open and switchs provid a visual and time saving by elimi- make filter and/or baffle septic tank entrances, and audible notification of nating digging to find tank installation a snap, impending filter and tank entrance. Fits 3" and 4" pipe. servicing. For a full list of Polylok products please visit our web site at: www.polylok.com Page 9 of 12 PLOT PLAN (Gausman Property) ♦ BM1 Elevation 100.00' Top of 2" PVC pipe at Hwy 63 Right of way o BM2 Elevation = 97.91 Top of 2" PVC pipe, north of calf barn. ■ Backhoe-pits N Slope=-ZOA, Elevation Contour line = 98.96' System Elevation =100.63' 20 Acre Parcel Scale : V= 60' Nc~i H L, /k, c ZL 4ck rat ~ ~ nJ~ cG /4DD/(oSO (.4L c' rr- 7 ~ -f C oN TOL1 ~ ~ i nVt 5. i toto-, 'X 96.j! w ff oi.-5 ~ z Z!y.ze Fr=rL~fClVT r~~rcQ ~ , r`~c^un1P _ 133 h ~ \ 'I . ~ M ® ~IZIv'ck;l~ ` ~ PRe~ os~ ~ ~ 75 \ T .y. EXi5-71 Aj IVeW4 L/3v Page 10 of 12 -50UTH LINt ZE I Ce-'L= ~~1~CrL PA I #1630 SOIL EVALUATION REPORT Page -1 of 4 isconsin Department of Commerce in accordance with Comm 85, Wis. Adm. Code - Schmitt Soil Testing, Inc. Division of Safety and Buildings County St. Croix Attach complete site plan on paper not less than 8'/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 0 8_1025-60-000 Please print all information. RevtN Date ~V►^- z b Personal information you provide may be used for se ondary~ V,, I s. 15 4 (1) (m)). k: Property Owner Prope Location Gausman, Stanley & Susan ovt. L NE1/4, SE1/4, S12, T29N, R17W Property Owner's Mailing Address'!- Lot # Block # Subd. Name or CSM# 1050 Hwy 63 na 20 Acre Parcel City State Zip Code pEPA NING FFICEC y Village Town Nearest Road 54002 715-684-2166 Hammond State Hwy 63 Baldwin iyy GPD New Construction Use: - Residential /Number of bedrooms 4 Code derived design flow rate 600 - Replacement Public or commercial - Describe: _ Flood lain elevation, if applicable NA ft. Parent material Outwashj~plarn (~ttre Seines ~ Zk ~'-f'Y" ~5'6(.,PCdnCfitJ~!•~~ - General comments (~Wh~~/ and recommendations: Area is quit fora mpund syste . System elevation is 100.63' based off contour line established at 98.96'. Slope of area is 2%. Depth to limiting factor is 16". ❑ Boring # Boring - - pit Ground surface elev. 98.62 ft. Depth to limiting factor 16 in. Soil Application Rate I _ Texture Structure Consistenc Boundary Roots GPD/ft2 Horizon Depth I Dominant Color Redox Description I e I *Eff#f *Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-9 10yr3/2 none sil 2mgr mvfr as 2f,2vf .6 .8 - 2 9-16 10yr4/4 none sil 2fsbk mfr- gw 2vf .6 3 16-27 10yr4/4 cld 10yr6/2 sicl 2msbk mfr gw 1vf .4 .6 10yr6/6 - - - - - - m1d 10yr5/2 rls lcsbk mvfr gw 7 1.6 4 27-44 7.5yr4/4 10yr5/6 g 5 44-56 10yr5/4 m2d 7.5yr6/2 scl lmsbk mfr 2 7.5yr6/6 - - - - - ❑ Boring # Boring Pit Ground surface elev. 99.18 ft. Depth to limiting factor 17 in. Soil Application Rate Horizon Depth Dominant Color Redox Description I Texture I Structure CBoundary I Roots ~ GPD/ft2 Eff#1 *Eff#2 in. I Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-9 10yr3/2 none sil 2mgr mvfr as 2f,2vf _6 .8 2 9-17 10yr3/4 none sil 2fsbk mvfr gw 2vf •6 - - rsl lmsbk mf gw .4 .7 - 3 17-34 7.5yr4/3 m2d 10vr6/2 g 10yr6/6 m2d 10yr6/2 sl lmsbk mfr .4 .7 4 34-57 7.5yr5/4 10yr6/6 - * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS -s30 mg/L CST Number CST Name (Please Print) Signature- / 2e 227429 - - 29 Thomas J. Schmitt dd Date Evaluation Conducted Telephone Number Address Schmitt Soil Testing, Inc. 1595 72nd Street New Richmond, WI 54017 7/8/2010 715-247-2941 SBD-8330 (R.07/00) Page 3 of 4 Conducted by: Conducted For: Schmitt Soil Testing Inc. Name: Stanley & Susan Gausman Thomas J. Schmitt, CST 227429 Address: 1050 State Hwy 63 1595 72nd St. City, State, Zip: Baldwin, Wl 54002 New Richmond, WI. 54017 Phone: 715-247-2941 Subd.Name: NA Signature_ Q=%% v' ~ Lot No.: NA Date Legal Description: NE1/4 SE1/4 S12 T29N R17W ■ Backhoe pit Township, County: Hammond, St. Croix County A Bench Mark 1 El. 100.00' Top of 2" PVC pipe at Hwy 63 Rite-of-way Q Bench Mark 2 El. 97.91 Top of 2" PVC pipe, just north of calf barn Bench Mark 3 El. 93.75' Service door threshold on NE end of 60'x 128' pole shed Slope= 2% our Line Length 110 Contour Line El. 98.90 3 N6 cGr✓ tG[.tR L11V1 1:9 XCriw4Z L4ZF1/A7- i0 o~ Scale 1" = 40' t= A7- Z I/V6- 8k &PS 0, 'Y ~)q T Z-7;4S rr TO W~ ST, Af Ta f L ~ 7 _ L-L 144 T -,,v ~ Ct`3/A/ 0 L lvcr'-rkl L1/Vt- , c~i9Gk' /~,~c-r y~ 5130 T rn cf) tip ca A ! v y c ~ u o - N. V r r~ 3 72. W r , a a .ice ~ 1 _ ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer ~ 1~ C= ALI,S i i1 /qA _ Mailing Address W i/ 3 L- OLi. / pJ LV Z 75-e-100 Property Address (Verification required from Planning & Zoning Department for new construction.) City/State LLJ W / #V Parcel Identification Number LEGAL DESCRIPTION Property Location '/4 , Sec. 12-, T ZJ_N R_17W, Town of At441`I W1 E ti 0 Subdivision Plat: ( , Lot # Certified Survey Map # , Volume Page # Warranty Deed # 5 -7-6 1 3 olume Page #_C Spec house yes P--no Lot lines identifiable +!yes 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 tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1,/3 full of sludge. l/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. I/we certify that all statements 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 of a warranty deed recorded in Register of Deeds Office. Number f be am 3 t SIG TURE 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. (RGN'. 08/05) • #1630 SOIL EVALUATION REPORT `~S~'i~hJ~In Page 1---of 4 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Schmitt Soil Testing, Inc. Division of Safety and Buildings County St. Croix - Attach complete site plan on paper not less than 8'/z x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction an parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 018-1025-60-000 Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). perty Location vt. Lot NE1l4, SE1/4, S12, T29N, R17W FGausman, perty Owner Tt- Stanle & Susan _Block # Subd. Name or CSM# operty Owners Mailing Address s # 20 Acre Parcel 50 Hwy 63 na y State Zip Code Phone Number city Village ;Town Nearest Road 54002 715-684-2166 Hammond State Hwy 63 Baldwin 4 Code derived design flow rate 600 GPD Use: f.'~ Residential /Number of bedrooms - - - New Construction Replacement Public or commercial - Describe: - - - Flood plain elevation, if applicable NA ft. Parent material Outwash plain (Sattre Series) General comments and recommendations: Area is suitable for a mpund system. System elevation is 100.63' based off contour line established at 98.961. Slope of area is 2%. Depth to limiting factor is 16". I .i 1 Boring # Boring pit Ground elev. 98.62 Depth to limiting factor 16 in. Soil Application Rate Horizon Depth Dominant Colo Redox Description Texture ft Structure Consistences Boundary Roots GPD/ft' 'Eff#1 in. 0 Munsell Qu. Sz. Cont. Color - - Gr. Sz. Sh 'Eff#2 2f,2vf .6 8 - 0-9 1Yr3/2 none sil } 2mgr - - - 1 _ ~ - - mvfr as i, - 6 } 8 2 9-16 10yr4/4 none sll 2fsbk - mfr 9w 2vf _I----' - 1 - t 3 16-27 10yr4/4 cl10y666/2 sic! 2msbk mfr gw -1`if t - 4 - bk 1 mvfr ~I g .7 1.6 mid 10yr5/2 27-44 7.5yr4/4 10yr5/6 grls 1cs - 1 - 5 - m2d5y 6 6/2- - -I- -sl lmsbk mfr z 3 5 44-56 10yr5/4 Boring 17 n. Soil A lication Rate Boring Ground surface elev. 99.18 ft. Depth to limiting factor pp Structure Consistency Boundary ! Roots L_-- GPD/ftZ For,zonDe h Pit - - Dominant Color Redox Description Texture ~ I ,Eff~1 .Eff#2 Munsell Qu. Sz. Cont. Color I Gr. Sz. Sh. i 2f,2vf - - - mvfr as , 6 8 10yr3/2 none sil mg r none I sil 2fsbk mvfr 9 7 10yr3/4 " i m2d 10yr6/2 ` - 4 10yr6/6 g rsl _ lmsbk I _ - mfr g w 3 17-34 7.5yr4/3 . - - m2d 10yr6/2 sl lmsbk mfr i 4 34-57 7.5yr5/4 10yr6/6 - - - - _ I = < < ' Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 BODS -30 mg/L and TSS -30 mg/L CST Number CST Nu =Schmitt ) Signature: 227429 227429 txe -Date Evaluation Conducted Telephone Nu m r esting, Inc. 7!8!2010 715 247-2941 reet New Richmond, WI 54017 si3D-9330 (K 07/00) Z Boring 98.27 ft. Depth to limiting factor 16in. Soil Application Rate Boring # Pit Ground surface elev. PD/ft' Sere Consistence Boundary Roots 'Eff#2 Horizon Depth Dominant Color Redox Description Texture Gr. Sz. Sh- in. Munsell Qu. Sz. Cont. Color as 2f,2vf •6 .8 sil 2mgr mvfr 1 0-9 10yr3/3 none _ mfr gW 1Vf .6 .8 2 9_16 10yr5/4 none sil 2msbk .4 .7 c2d 7.5yr6/2 sl lmsbk mfr gW 3 16-23 7.5yr4/6 7.5 8 .4 .7 - m2d 7.5yr6/2 sl lmsbk mfr 4 23 -58 7.5yr5/6 7.5yr6/8 Depth to limiting factor 0 in. Soil Application Rate Boring # Boring Ground surface elev. 9_ 6 66 ft GPD/ft' 'Eff#1 'Efi#2 Pit Dominant Color Redox Description Texture Structure Consistence Boundary Roots Horizon Depth Gr. Sz. Sh. in. Munsell Qu. Sz. Cont Color as 2f,2vf •6 .8 2mgr mvfr 1 o-8 10yr3/2 flf 7.5yr6/1 sil mfr 9W ivf .2 .3 2 8-16 7.5yr4/4 c2d 7.5yr6/2 sicl imsbk .2 .3 m2d 7. r6/2 scl imsbk mfr gW 3 16-35 7.5yr5/3 7.5 r6 8 .2 .6 m2d 7. /1 sl Om rnfi 4 35 -46 7.5yr5/4 7.5y /8 Depth to limiting factor in. Soil Application Rate El Boring # Boring Ground surface elev. _ ft' Roots GPD/ft2 Pit Ill Dominant Color Redox Description Texture Structure Consistence Boundary * Horizon Depth Gr. Sz. Sh. in. Munsell Qu. Sz. Cont. Color > . 220 m and TSS >30 <_150 mg/L ' Effluent #2 = BOD5 30 mg/L and TSS <_30 mg/L ` Effluent #1 =GODS 30 _ 9~ S l ee TTY assistance t access services or The Department of Commerce is an equal opportunity service provider and maployer. if you need material in an alternate format, please contact the department Sct,mrcf Soil Testing, Inc. ggp.8330 (R.07/00) Page 3of4 • Conducted For. X Conducted by: Schmitt Soil Testing Inc. Name: Stanley & Susan Gausman Thomas J. Schmitt, CST 227429 Address: 1050 State Hwy 63 1595 72nd St. City, State, Zip: Baldwin, Wl 54002 New Richmond, Wl. 54017 Phone: 715-247-2941 Subd.Name: NA Lot No.: NA -41 Signature o~Legal Description: NE1/4 SE1/4 S12 T29N R17 Township, County: Hammond, St. Croix County ■ Backhoe pit Bench Mark 1 El. 100.00' Top of 2" PVC pipe at Hwy 63 Rite-of-way p Bench Mark 2 El. 97.91 Top of 2" PVC pipe, just north of calf barn Bench Mark 3 El. 93.75' Service door threshold on NEOend of Contou28' pole shed Slope= 2% tour Line Length /VO a/'l 7'ou2 L/V 4C 77U,4 L r rJA 710 °'v O 6R)4 6~ Ar Z lw 'n Ps o Y" 60"-Y Scale 1 40' v ~ S S 7-U !3 L ~iq ~~S T T NO 7N LNG C1) ,41P C-I0.4kC L ----~t A /I/ 150 ~S; a~ ~k - y.nr Rt~ m N k d sue, tx Q fn a ~ z b T 29 N:- R. 17 W 31 ~ as . i .Don. 4 ~iBS !/'/rte • fior' g K'~9 0~~3 • ~ a, I\ Patrrc worth • ./do%'/ 38.5 /NE G2 /'E'~J J Nome// Q/ .j9sF r 3•~ ~b ^ L. CLI X78.5 Ade 417 W. 0 /s7 © .C ~ ~T69 /Bs QCi i ~ C b 4, 90 179 S • 4D /SBs Z~ s~5r7 cSon /1/B/s Sam EC/a.Q ~ ~c ~Q/fowl L. 9~de.-sow Ne/sow ~ T /6o BUSHNEL iL fiaro/d, Jo 06 o hu a //00 eRuth 30 -sK ~OcJr C • w`~~a3a~1' / . • John go 4o Q ~ti2 • • L O ~ 9Z /1/C,!s • •B~ ~O~O~O/ 0 ~4 Lor ra ~c nderso 7 9-0 F~o~7~ KUSS. Jos e~ h ~ 80 ~ • /z o tai//cam •7amcs N Schu/~fn •/I~ ~o~ Wa//aces Ao r 3zo We BO/~~~ ,Oecnicc crusman s~' hnson • a~ w I'r6~ C/a-~/~ SQn2 Y ~•V v"~ Ui ~ /o• ^t 14 ~ ••ao y;a ~~JG/lf/ .Evan • s. fea n /7 ~ • Q • e iw, u9. cTe c,n _ Y: "~~~~t~~! (/ire e Chcis~icLn ~Tacobsor~ s`~ ~ 0 • rs ,j ~ /c.E \ ~ c~O e/ • 7¢. ¢B ~ ` ~ ~ 76.63 W rtzf- /GO 36 LCZiVi-Ei7CE F~~d 37~"f •J e \ \ • ~7o/d ~ju/e `*/-rmct. Me/6 8o do h ~O i a e 4 n~ EST 9D Gr Q Winifred ~ ooi~-n4nefvx ~ one/d f -Deneer7 • v 0 a'~ 'B`T 'moo `OC fJ nes ~ei/n a- ra' ~,y 7o h 1(-'001117a17 99 Bo Chas.4 Q~ e~ w.~ 4 v `Si ke;v~F tF 'ev '~~j~~• /eno r~~h kX Lai-✓i- ~r/eC • ~9r-• /GO Z:V, N Leos. ~E/eo t l- cores Q }l c f/~/e~ e /Yer6~~oi 7 how • o / a//c e s~ • Lo~~7a • a.-v~~7 W f Leo~J »3 fi v ~o~e8o foo/rn¢~ ~o~' F ~o 90 s y ct, ~/e 7 0 Doro fh E J . 8 as /~7Q~oi-i es h L. Sathery ~ier6e < Pvss~y %~o~ 17 C ~ C r; o/ e.- E i/d ~ .fie ~'oy noe `j/e bb J rso Tt~~ri er- • 0 J ~y .3 bo ~ ` ~sseii~7,E, o ~ Flo C G rS mp ~3 BO ~'/O / /60 ~o /-ZO 74 FE/m2 C4 p ~ ~yV. V ~vmirJe/ ~ C 0 0 y 657 ~1 ~ tl C h 70 Bo Bfa/ ~ v Q< Jhr~soi7 tl p7 t° ?.,sov7 a::' r c ~R \ ,g~ cT L. rg 0.N b E/m 69.s y v0y ! 4 CQ~j Toh~ R kBn17. i!/ de ~ .'Ei . zz:.. 49 ~ l ~ ~c~5arnt ` ~ ~ Donrr7rn Ny94aetu nvc en ow Kio/7so~ qr/o \ ro C /sG kob'L e ss fQoAc7ohns"or7~6 R.R. o b'~ 38 i \ 9 • E it»er/ C1cfiard4 Eon t13'/ Bo -s s r/o/ten o r~ 'Ye'> th ~ p ~e><e~so.7 Pte o BA -I' A6 q, ` Fvar~ C 1i17"1 an f/c en b eyes 3y.s ~r \ 71 ~Q 4Joe/ Hanson ,L~ \ hhl::::!; • rbo /eS ~i-Ude Loess r'e X40 38S • 37s eo~q e ~Q ~d~ei • Q w. (men Rich i7/~/ 'Qi-O/i7~~• ~0~~/~qO 'u d Ao a /zo .Tom /SS (~enneth ✓ 0 ~h Tamest/-1617 /6o e Jean e><Q/ ~~Q ~F~ v Door nrn 92. 6/ . _