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HomeMy WebLinkAbout032-2022-40-200 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM St. Croix INSPECTION REPORT o: GENERAL INFORMATION (ATTACH TO PERMIT) 589775 Safety and Building Division MSectJon/Town//RRa6ng9 Personal information you provide may be used for secondary Purposes Privacy Law, s.15.04 (1)(m)]. 2 Permit Holder's Name: L~ 7 , Sarah Hildebrant City Village Township CST BM Elev: TOWN OF SOMERSET 032-2022-40-200 Insp. BrM~Elev: BM Descriptign: n bQ , / / ge/Map No: 6.30.19.553A-10 TANK INFORMATION TYPE ELEVATION DATA MAN TU E CAPACITY STATION B$ H p, FS ELEV Septic 4p . i q Q ~Q -t b C . 01 W 1 ~s C I Benchmark C Dosing . ~Q I ~5 r tQ Q umbc Alt. BM Aea"n Bldg. Sewer F) IvK- b t V 52-S t Inlet I I 1 I O 1.Ca x' 3.2 I. SETBACK INFORMATION St/Ht Outlet TANK TO N 0 )/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic M2 Dt Bottom C} Dosing 16.3 6 ! , 8 I Co Heade an. Aeration u ~1 Rt 5. 11 Dist. Pipe T Holdin 5.1~ Bot. System 5.85 Ioa. PUMP/SIPHON INFORMATION inal Grade Manufacturer I O Demand St Cover f GPM~rA r v\ Model Number 6N I '5 TDH Lift Friction I~oss~ System Hea' TDH Ft I1 l°I 1,~ q ~.3 qq, Forcemain Le t~ ~ Dia. 211 Dist. to Well SOIL ABSORPTION SYSTEM 12~x y BED/TRENCH Width Length t No. Of Ti•ertcrtES~ q DIMENSIONS 1 /i ~ ~~AI'IT DIMENSIO No. Of Pi Inside Dia./ Liquid Depth SETBACK SYSTEM TO INFORMATION P/L BLDG WELL LAKE/ REAM LEACHING Manufacturer: Type,pf $ystem~~ ~i t CHAMBER OR ~IvvII (UV UU' V 'JJ, ~ ~ UNIT Model Number. j ' DIST 11 ION SYSTEM ~ p~•.~. ly , SST JxHoieSpacing Head /M1: istribution Pie(s) ^ x Hole Size V t to Air Intake Length Div, Length ~)((J t4/ Dia S acin 5 SOIL COVER p g ✓ ~%lT'` ~GIMI~'~ x Pressure Systems Only xx Mound Or At-Grade Systems Only ey =Bed/Trench Depth Over ente fi Bed/ Trench Edges t Topsoil oPlthf Seeded/Sodded xx Mulched Yes E No ✓es No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:' ' 10 0 • I 5 I V~1 e ~ ~ ~Ypr►^ j~J 5 Inspection #2• Location: 1759 38TH S TLOVJ II Ul►1 V[. r 1.) Alt BM Description = v M~ Cbve~ Locks ort! 2.) Bldg sewer length = I - amount of cover = ~Z" Cavef on 061 Plan revision Required Yes IJIL No 1 fl l 1 1 I I( ///JJJ Use other side for additi onal information. SBD 6710 (R.3/97) Date Insepctor's Signature J Cert. No. ~~1 NaR r~t0, { C uny I , Industry Services 'vision St. Croix S~ E< 1400 E Washing Ave 9 P.O. Be Sanitary Permit Number (to be filled in by Co.) L Madison, WI '3VFy9k~ Ffx~i~;~,~ 5 g °I~- ~-5 G cOMMUNrr,SOffmit Application .1AlGMC State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit 2739677 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) urposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. 777 38"' Street I. Application Information - Please Print All Information Property Owner's Nao Hildebrant, Sarah Parcel # 032-2022-40-200 200~y Property Owner's Mailing Address s 459 Meadow Lane Property Location Govt. State Lot Somerset, WI Zip Code Phone Number SE NE ''/o, Section 6 54025 (circle one) 11. Type of Building (check all that apply) Lot # T 30 N R 19 E or W ® 1 or 2 Family Dwelling -Number of Bedrooms ' Subdivision Name ❑ Public/Commercial - Describe Use ok 0& Block # El State Owned -Describe Use El City of 1 X CSM Number Q, ❑ Village of Ov 1 v ! 1 2 2 ®Town of Somerset IIL Type of Permit: (Check onl one box on line A. Complete line B if applicable) V1I' 21 P 42M A. ®New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Before Expiration ❑ Permit Transfer to New List Previous Permit Number and Date Issued Plumber Owner IV. Type of POWTS System/Component/Device: (Check all that apply) ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Holding Tank E] Other Dispersal Component (explain) ®Mound > 24 in. of suitable soil El Mound <24 in. Of suitable soil ❑ Pretreatment. evice (explain) on §q V. Dis ersal/Treat ent Area Information: Design Flow (gpd) Design Soil Ap anon 450 Dispersal Are equired (sf) Dispersal Area Pr sed (sf) System Elevation Rate(gpdsf) 750 1379 fan dtil-t 0.6 .2,1- 100.33' /Z J / VI. Tank Info Capacity in Gallons Total # of c .II New Tanks Gallons Units Manufacturer ro v U ° Existing Tanks W n /b k 52 ~c A ~ ~ C7 CL Septic or Holding Tank 1000 10 0 1 Wieser Concrete ® ❑ ❑ ❑ ❑ Dosing Chamber 750 750 1 Wieser Concrete ® ❑ ❑ ❑ ❑ VII. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's S' na e John Schmitt MP/MPRS Number Business Phone Number 223760 715-760-0486 Plumber's Address (Street, City, State, Zip Code) 616 150`h Ave. Somerset, WI 54025 VIII. Count /Department Use Only approved Disapp Permit F Date Issued VV pp Issuing Agen ❑ Owne en Reas enial $ , IX. Conditions o A ov U easons for Disapproval '~Gvn l COA+i OAS in S c~~~r6 V14 di 1. Septic tank, effluent filter and dispersal cell must be_seryiced./maintained 61r4 in e-ef Wifh G~~rO~al as per management plan provided by plumber. 2. All setback re uirements must be maintained as per appllQ *hY todoM ftIR~pI~g,the system and submit to the County only on paper not less than 8 t/2 x 11 inches in size SBD-6398 (R03/14) rr rF~, DIVISION OF INDUSTRY SERVICES PO BOX 7162 a MADISON WI 53707-7162 S Contact Through Relay P y~s w http://dsps.wi.gov/programs/industry-services www.wisconsin.gov Scott Walker, Governor Dave Ross, Secretary July 19, 2016 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 54025-6920 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/19/2018 Identification Numbers Traf1DNo.J ID No. 2739677 SITE: Site 826507 Hildebrant Please refer to both identification numbers, 38TH St above, in all correspondence with the agency. Town of Somerset St Croix County SE 1/4, NE 1/4, S6, T30N, RI9W FOR: Description: Three Bedroom Mound System / 10% slope Object Type: POWTS Component Manual Regulated Object ID No.: 1612913 Maintenance required; 450 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/01, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. CONCH AP 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. PROFESSIC? The following conditions shall be met during construction or installation and prior to occupancy or use: SION OF IN Reminders • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • 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 SIPS 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 during construction and open to inspection by authorized representatives of the Department which may include local inspectors. JOHN F SCHMITT Page 2 7/19/2016 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. ~L When You Receive That Invoice, Please Include a Copy With Your Tiffany Marshall Wastewater Specialist , Division of Industry Services Payment Submittal. (608)267-9378 , WiSMART code: 7633 tiffany.marshall@wisconsin.gov JOHN F SCHMITT Page 2 7/19/2016 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. When You Receive That Invoice, Tiffany Marshall Please Include a Copy With Your Wastewater Specialist, Division of Industry Services Payment Submittal. (608)267-9378 , WiSMART code: 7633 tiffany.marshall@wisconsin.gov MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE Project Name: Hildebrant 3 Bedroom Mound R { - ED Owners Name: Sarah Hildebrant Owner's Address JUL 7 2016 1~-~ 38 Somerset, WI 54025 Legal Description: SE1/4, NE1/4, S6. T30N RICAN Township Somerset County: St. Croix Subdivision Name: 36 Acre Parcel Lot Number: NA Block Number Parcel I.D. Number 032-2022-40-200 Plan Transaction No. Page 1 Index and title INAL.LY Page 2 Data entry )VED Page 3 Mound drawings FETY AND Page 4 Lateral and dose tank \L SERVICES Page 5 System maintenance specifications ,'STRY SERVICES Page 6 Management and contingency plan Page 7 Septic Tank Specifications Page 8 Effluent filter information Page 9 Dose tank specifications Page 10 & 11 Pump specifications and curve C, DENGE= Page 12 Plot plan Page 13 Septic tank maintenance agreement Page 14 Warranty deed Page 15 CSM Attachment Soil Evaluation Report Designer: John Schmitt License Number: 223760 Date: 6/30/2016 _ Phone Number: 715-760-0486 Signature: Lv" Designed Pursuant to the Mound 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 resign Worksh&. Site Information Note: Sand fill (D) calculations assume a R Residential or commercial Design Table 383-44-3 in-situ soil treatment for 300.00 Estimated Wastewater Flow (gpd) fecal coliform of 36 inches. 1.50 Peaking Factor (e.g. 1.5 = 150%) 450.00 Design Flow (gpd) 9.00 Site Slope 99.33 Contour Line Elevation (ft) 24.00 Depth to Limiting Factor (in) 0.60 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 6.00 Cell Width (ft) 75.00 Dispersal Cell Length Along Contour (ft) _ 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) Are the laterals the highest point 1 Influent wastewater Quality (1 or 2) in the distribution L____ network? Enter Y o Pressure Disribution Information 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) 7.50 ft2/orifice 2.50 Estimated Orifice Spacing (ft) _ 2.00 Forcemain Diameter (in) _130.00 Forcemain Length (ft) Does the forcemain drain back? Y 85.00 Pump Tank Elevation (ft) Enter Y at 3.25 System Head (ft) x 1.3 21.21 Forcemain Drainback (gal) 14.91 Vertical Lift (ft) 67.32 5x Void Volume (gal) 4.16 Friction Loss (ft) 88.52 Minimum Dose Volume (gal) In-line Filter Loss (ft) 39.32 System Demand (gpm) 0.00 ) 22.32 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. o tions choice in. dia. o tions choice . I 0.75 1.25 x 1.00 1.50 x 1.25 x 2.00 x 1.50 x x 3.00 2.00 x 3.00 x Gallons/inch Calculator , i Total Tank Capacity (gal) Treatment Tank Information 1000.00 Septic Tank Capacity (gal) Total Total Working Liquid Depth (in) (enter result in cell B49) Wieser Concrete Manufacturer gal/in Dose Tank Information Effluent Filter Information Pol lok Filter Manufacturer 650.00 Dose Tank Capacity (gal) Filter Model Number 17.00 Dose Tank Volume (gal/in) 525 Wieser Concrete Manufacturer Page 2 of 7 Project: Hildebrant 3 Bedroom Mound Plan and Cross Section Views 1/10 B Observation Pi l W r A it B . I - L Mound Component Dimensions A 6.00 ft E 19.20 in H Aft K A23.68 ft B 7500 ft F 9.50 in z ft L D 12.00 in G ft 0.50 ft J ft W ft M.00(gpd/ft) (ft2) Dispersal Cell Area 1379.46 (ft2) Basal Area Available Linear Loading Rate 7.50 0 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.12 (ft) H 100.33 (ft) - Dispersal Cell 100.83 (ft) Lateral Dispersal Cell = Invert Elevation D 99.33 (ft) Contour Elevation 10.0 % Site Slope Geotextile Fabric Cover Shading Key OR- Dispersal Cell Topsoil Cap a See lateral details on 2 _0 0 1.5 ft • Page 4 for number, size, ❑ Subsoil Cap © y and spacing of laterals. ASTM C33 Sand n 2 Laterals are equally ® Tilled Layer N 0.5 ft TYptioal Lateral F spaced from the © Aggregate d c distribution cell's centerline in the - A - distribution cell (AxB). Project: Hildebrant 3 Bedroom Mound Page 3 Center Connection Lateral Layout Diagram Foic- rnai n connect on via tee or cross to manifold at any point. Laterals are identical i f- P S Turn-upvdball valvear -AIL cleanoutplug J*X--4J<-x12 I x12-> Laterals Morcemain Sch 40 PVC Holes drilled on the bottom of the lateral per SPS Table 384.30 b Number of Laterals 4 Orifice Diameter Lateral Diameter 0.188 in ft 1.50 in Orifice Spacing (X) aft/sec Lateral Length (P) 36.69 ft Orifices per Lateral Lateral Spacing (S) 3.00 ft Orifice Densit z Lateral Flow Rate y ft /orifice 9.83 gpm Manifold Length ft System Flow Rate 39.32 gpm Manifold Diameter Total Dynamic Head 22.32 ft in Forcemain Velocity Dose Tank Information Locking cover with warning label and locking device and Electrical as per NEC 300 and sealed watertight SPS 316.300 WAC Disconnect ~ 4 in. min. Tank component is properly vented Alternate outlet location WN Manufacturer Forcemain diameter Gallons ~ 2 in. gal/inch A Dimension Inches Gallons Weep hole or anti- A B siphon device 20.03 340.48 B 2.00 34.00 C C 5 21 Pump off elevation (ft) 88.52 ~ 85.92 D 11.00 187.00 Total 38.24 650.00 D 3" Bedding un er tank. Dose tank elevation (ft) 85.00 Alarm Manuafacturer SJE Rhombus Alarm Model Number Tank Alert AB Note: Switch: containing m. Pump Manufacturer Zmay not be ter Pump Model Number this sys Pump Must Deliver 39.32 gpm at 22.32 ft TE)" Project: Hildebrant 3 Bedroom c~ y c iJ i Mound S stem Maintenance and O eration S ecifications John Schmitt Phone; 715-760-0486 Service Provider's Name - Phone 715-760-0486 St. Croix County Zoning POWTS Regulator's Name S stem Flow and Load Parameters 1/8 in Design Flow - Peak 450 gpd Maximum Influent Particle Size 220 mg/L 300 gpd Maximum BOD5 150 mglL Estimated Flow - Average 1000 gal Maximum TSS Septic Tank Capacity Maximum FOG 30 mg/L Soil Absorption Component Size 450 ft2 Maximum Fecal Coliform >10E4 cfu1100 mL Type of Wastewater Domestic Service Frequency Tank Ins ect and/or service once eve 3 ears Septic and Pump Effluent Filter Should ins ect and clean at least once eve 3 ears pump and Controls Test once eve 3 ears Alarm Should test month) eve Pressure System Laterals ~fodr pondi g a~ d and presr seepage oncetested every 3 yearsears Mound pec Miscellaneous Construction and Materials Standards ound component ent manual. e SPS 384.30-1, have a watertight cap, 1. Observation pipes are slotted and materials and are secured in as conforms to SPS 384.30 (6)(i), Wis. Adm. Code. aggregate shown 2. Dispersal cell in materials conform to the requirements in SPS 384, Wis. Adm. Code. 3. All gravity and pressure ressure pip 9 board or 4. Tillage the basal area lbe seeded an'dempuloched to prevent soil erosion other disturbed areas will 5. The mound structure 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 ---_i Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Page 5 Project: Hildebrant 3 Bedroom Mound Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 W is. 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 BOD,, 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. ~C~ontingency 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. 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I 46' I 5 iI ii D m I I m N II x T1 m 0 38" I I m P C) D I. m D I II S II / r I~ rri 0 i I I) II II ~I It I I - ~I m I I I _ z c A N ~ o m -P n 41" rte- ° m D cn I D I N m D r n Z C z p Z Z v 55 c o c m rn CC _i m O~ x ~m(n z Z o 0 o~Z D~'Z rlp~pZmy00yc/) Xr AN °x m ~ iloa wo S°C.: 2.X :r -iIrrZ ~v Nm mn m U) n ~z0 mN0 - . m N W C) cn \ c c w z - o N c 'ID ~ cam (n z N2rp ~rd Z~p;' ~tnm a ' 0 a oz z m _ D' m DDm corms a01~N M \ 0 00 1_4 3N o n D v9) m mco -LI)io o s~~ n z 0 (n o° N L') to vo N O ,l am o c mm r N 0 0 m tzn >D mD~ rr, o p-0 D 0 n< D 0 W D 3: Z r- 54 a o m o 0 Z° v O H y ;o zz ;o ~o N 0 o m{~ Z 0 r C D -0 -liOF p'0 -I z Gl v F c m -4 m 0 V? ° 21 b V) co ° v r o J0 z co m m (n ~ D n 0 V) mm 0 v jom r' m C m ;o c: coo 0 D H ? r N r' -I m m 0 \ = WLP1000/650-MR WIENER CDACAETE m DRAWN BY: WCP SCALE: 1 4"=1'-0" PRE-POUR: ° SEPTIC MANUAL REV. \ zz W3716 US HWY 10 MAIDEN ROCK, WI 54750 DATE: 00/00/00 DATE: POST-POUR: 800-325-8456 FILE: "000/650-MR INSTALLATI INSTRUCTIONS erl~ E M VON Innovations in Precast, Drainago Zabel" & Wastewater Products ~I ADivisinn of Polytok Inc. PL-52 IPL-625 FILTER INSTALLATION INSTRUCTIONS 1111111 11 1 1 Mill 11 Center filter opening ' y with r ~y 4 as ~ ~ y ~f Y~ A Q ~ C7 wW J WQ Additional pipe or Polylok Extend & Lok- Glue for centering. 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 A r t = :'~a~. a , r 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 } ® m (B) Pull the filter out of the housing. the filter is properly alighed - ~ ® e and completely inserted. - s - (C) Hose off the filter over the septic tank. (B) Replace septic tank cover USE RUBBER GLOVES Make sure all solids fall back into the page 8 WHEN CLEANING FILTER septic tank. NA-09LO :3113 95-b9-=-009 0 \ OSLtiS IM 'AOOd N301wY4 0t .kMH Sn 9LL£M Z 2lROd-1SOd 31H0 00/0 0 00 3wa idnNVN OIld3S I- L- 81n0d-38d :3lV7S dOM :1.9 7MV8a 31300000 U3531M \ dyy_OSLdlM T 0 W J Z ~Q w < o g> w 0 J Z U co O z U Q V) Z W W 0. L4 a Q 0 CY 0 o 0 va-i w CL m U W I- V) Q o F- p J Q 0. Q > w o QOO 0m 0~ Z U O W~ Q z w o o z a Q p C P- I U Wt~ 0< aJ~ 0 N ~ m= z 3~ o¢ ~ dim w oo° Ow W<w caz r- L Z a 0 Q w 9 G © a~ o mcn -J w w oK o Lli o N I-, m ¢ a Q° cn oo - o z Y 0 c 4 Q a 't n n CL x C' u (r) m w W NW O C-) a a p ° Q c d 1- % O F- 1 (n I- (n F-- 04 Q W 00 O J 4t: H ~Ma NJ¢WLr) aU < CL a0 to 2 0Z Y~ <00)U5 0 Z tiDzL'i =N1- ~V V YJ= C) Wtn HHO Nef z 6 00W~01-030~ O< W OOW Q <z Q F- W Wm u C) O Q O --JF->ZLD F- ODl~7 ZVQ Z~~ Q 0 Z W XL ~U I- in30Og2omoW < C.D a~° U ZQO CrJ Q N 5L N~ W 3 W W C) 0 U 00 H5 -j < Y O Z Z _O 0 O Z ~Z J 2 _I 0 < U J Q W i Q - z N F- W - W U W o a ~ D a ~ w CL / - _ N w~_ II i U) (If / 0 J \ w :5; 3r w ~m Q I~ N o „s I LE I o w U ° i F- w w W N O JI O Z W _ "n, U Q w (13&nb3a Sd „b9 z Q w Q V) Y Z Q H Page 9 p p SECTION: 2.20.047 QU4L/TYPUMPS ~NCE ~,J~c/ FM1919 1 0110 Product information presented kZ1417 Supersedes here reflects conditions at time 1108 AM" of publication. Consult factory regarding discrepancies or inconsistencies. MAIL TO: P0, BOX 16347 - Louisville, KY 40256-0347 visit our web site: SHIP TO: 3649 Cane Run Road • Louisville, KY 40211-1961 www.zoeller.com (502) 778-2731. 1(800) 928-PUMP • FAX (502) 774-3624 COMPARE THESE FEATURES • Durable cast iron construction 151/152/153 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 6 Stainless steel lifting handle D 0 • Assembled with stainless steel bolts S E = M AT Emm W 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 '/7" spherical solids, EFFLUENT Model 152 -.4 HP passes 3/4' spherical solids SUBMERSIBLE Model 153 -1/2 HP passes 3/4" spherical solids 1'/a" NPT DISCHARGE a°m^ Motor - 60 Hz, 3450 RPM, oil-filled, hermetically sealed, automatic reset thermal overload protected !Model N1521N153 Carbon/Ceramic seals High Head C us Effluent Upper sleeve bearing and lower ball bearing running Tested to UL StandardUL778 in bath of oil and Certified toCSA Standard CSA22 2 Nc 1D8 sue. 20 ft. UL Listed power cord with molded 3-wire plug 1'/z" NPT vertical discharge BN and BE standard models include a 20 ft, variable N151iN152,N153 & E15VE1521E153 nonautomatic level float switch BN1511BN152/BN153 & BE151/BE152/BE153 Variable ® Operates at temperatures to 130°F (54°C) in effluent • 11/3, .4 & 1121HP, IPhb115V or 230VLevel Float Switch n - 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. i POWDER COATED 1 TOUGH' A' A 1_271 Model BN1521BN151 MAIL TO: P. O. BOX 16347 ' High Head Louisville, KY 40256-0347 , Effluent SHIP TO: 3649 Cane Run Road ` Louisville, KY 40211-1961 (502) 778-2731. 1(800) 928-PUMP FAX (502) 774-3624 Manufacturers of. , . Z Q7LWZITY /-UMP6 sNGE 1.7, @ Copyright 2010 Zoeller Co. All rights reserved. Page 10 w PUMP PERFORMANCE CURVE TOTAL DYNAMIC HEAD/FLOW MODEL 1511152/153 PER MINUTE 50EFFLUENT AND DEWATERING 14 45 15 12 40 MODEL 151 152 153 35- N1110 Feet Meters Gal. Liters Gal. Liters Gal. Liters 10 152 5 1.5 50 189 69 261 77 291 30 _ 10 3.0 45 170 61 231 70 265 e 151 15 4.6 38 144 53 201 61 231 ° 20 611 29 110 44 167 52 197 a 25 7.6 16 61 34 ° 20 129 42 159 30 9,1 - 23 87. 1 33 125 5 35 10,7 - - 22 85 40 12.2 - - 11 42 10 Shut-off Head: 301f. (9.1m) 38 ft. (i t.6m) A4 f . (13.4m) 2 $ 0145088 10 20 0 50 60 70 Model 151 Models 152 / 153 30 80 90 100 GALLOtJS LITERS 6 40 80 120 1 240 280 320 360 67132 -~I - 67132 --I ~F RMINUTE 3716 ice.--►L~- 45/6 3716 ---I_-- 4518 1 014508A CONSULT FACTORY FOR ~ 3718 71fl SPECIAL APPLICATIONS 1 h / 37/8 3716 • Timed dosing panels available t • Electrical alternators, for duplex systems, are available and a,. NP supplied with an alarm • Variable level control switches are available for controlling _ single phase systems • Double piggyback variable level float switches are available - - for variable level long and short cycle controls • Sealed Qwik-Box available for outdoor installations - See ;/16 FM1420 zv6 L • Over 130°F (54°C) special quotation required ~ - 416116 - t 1511152/153 Series SK2444 SK2064 151/1521153 MODELS control Selection Model Volts-Ph Mode Amps Simplex Duplex N151 115 1 Non 6.0 1 2or3 BN151 115 1 Auto 6.0 Included 2 or 3 E151 230 1 Non 3.2 1 2or3 BE151 230 1 Auto 3.2 Included 2 or 3 N152 115 1 Non 8.5 1 2 or 3 Easy assembly" BN152 115 1 Auto 8.5 Included 2 or 3 (pump discharge pipe E152 230 1 Non 4.3 1 2 or 3 not t included.) BE15 30 1 Auto 4.3 Included or3 N153 15 1 Non 105 1 2 or 3 BN153 115 1 Auto 10.5 Included 2 or 3 E153 230 1 Non 5.3 1 2 or 3 V BE153 230 1 Auto 5.3 Included 2or3 SELECTION GUIDE 1. Single piggyback variable level float switch or double piggyback variable level OPTIONAL PUMP NAND PIN 10.2421 float switch. Refer to FM0477. Reduces potential clogging by debris 2, See FM0712 for correct model of Electrical Alternator E-Pak. Replaces rocks or bricks under the pump 3. Variable level control switch 10-0743 used as a control activator, specify duplex ° Made of durable, noncorrosive ABS (3) or (4) float system. Raises pump 2" off bottom of basin • Provides the ability to raise intake by adding sections of 1 %2' D CAUTION or 2" PVC piping All installation of e0111FOd5. protection dc4tG03 and wlrintl should he done by a qualified Attaches securely to pump licensed electrician. All electrical and safety codes should he followed including the ° Accommodates sump dewatm ob and effluent applications most recent National Electrical Code (NEC) and the occupational Safety and Health NOTE: Make sure float is free from obstruction. Act (OSHA). RESERVE E POWERED DESK For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. © Copyright 2010 Zoeller Co. All rights reserved. Page 11 PLOT PLAN N Project Name: Hildebrant 3 Bedroom Mound ~r ar)r IDS Legal Description: SE1/4, NE1/4, S6, T30N, R19W P.I.D: 032-2022-40-200 Subdivision Name: 36-Aere-Pareel 03 172 C G M Lot* N* 1 Township: Somerset Parcel Size: s .1 SCALE: V = so' County: St. Croix Contour Line Elevation: 99.33 Cell Dimensions: 6' X 75' ' 4 inch Sch 40 -ASTM D2665 System Elevation i 0033 Mound Dimensions: 93.55' x 23.68' 2 inch Sch 40 -ASTM D1785 Slope: O ~0 11/2 Sch 40 -ASTM D1785 BM1 Elevation: 100.00' Top of 2" PVC pipe 0 BM2 Elevation: 100.03' To of 2" PVC pine ■ Backhoe Pits: Septic Tank Wieser Concrete WLP1000-MR gallon Septic Tank Dose Tank Wieser Concrete WLP750-MR gallon Dose Tank NOTE: For full view of the parcel see the Certified Survey Mav/ MAI r_ cC,#JUu "r 1 1 t X/5'T11V 6 tl e(151- i t I jVG0 GIXLLatJ > V ! Si.,DPE r0TIC TA V--, f 1 v` o pc^,E TtW l; 3 I &AkAb 200' v PVL m FViZC A0, N 1 i s i ~j a. Page 12 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Sarah H i l d e b ra n t Mailing Address 459 Meadow Lane, Somerset, W1 54025 Property Addres 1777 38th Street 6~t (Verification required from Planning & Zoning Department for new construction.) o rt 0 City/State Somerset, W1 Parcel Identification Number 032-2022-40-200 LEGAL DESCRIPTION Property Location SE %4 , NW 'i4 , Sec. 06 , T 30 N R 19 W, Town of Somerset Subdivision Plat: , Lot # NA Certified Survey Map # Volume Page # Warranty Deed # (before 2007)Volume , Page # Spec house 11yes0ho Lot lines identifiable 0 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 §SPS. 383.52(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 lbrm, 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 tha4ba are true to the best of my/our knowledge. 1/we am/are the owner(s) of the property described aboved recorded in Register of Deeds Office. Number bedrgoSIG AT(S) DATE ***A y information that is misrepresented may resultin 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. 44/12) m m~~m= ~"ate R p R4~ I Q «~s l~l:.,ill II I m I~iIII lli,' 11 ~III~H!~i;ililli 1 ! IIIiI I I ~il 0 I,(I', II 1 I~ i a li I ~ ~ IIII ~ ~I I 1 Bill ' ''I li! I III i ! II!I~Ijlllljl lip{II III ~ ~~'1111, ~II,~I ++~~f( d .L I!ll1~ a IIIIIII;III!~~~1 f_=7 w I m ;IIII~, ~I~lI~ph~;~ ,I,~,I II,~I II - LL I I ~I I I!I ~ m a ~jjj III,I~ I ~I ll~l ~lh ~ III, I~ h, 1~1' I ,IIII~l I,lI I ,L, , I~l~I~I II. In ~ MEN, l 1i'~' ~I I ,ia~ I !11r,~! Ii,~l , I ~o I ~Il::1 , I ~ I ~,.~:lJ I ! ,I 1~~lI!~!!II!I~II~ I ~ I i! Ali I i, I ~ ~ Il I I,I tl I!;I I;,~ I; ! ~~I I I~~Ili~i;,l"1!1''1,1 i~ ;III; I II Ir1~ ~ I ~ I C I ~I ~ r III I it I ~ ~ ~ I N11 1 11 m ~ U llll III~II r .I ~ it , w d z ~ I I ~ III 1 ! I~~I;~ I ICI - - - III~I ~I ~l!Illl~!(II~IIIIII,I~'1~11I+ a a ^ tl `atl= A 4 JSt .PA r. .o.w ' .6-.L .6.L "O,G 6 f •J,S U u~ a p ~ q - ff4Y u O 30 - 4 FcG tl a 4 - f0 ~ m 3 3 9 E gg~ a J .o-r L- ,o-,6 ,rt N - 8 s 9 $ " 3 E H i e Q a ' ~ aT ~ ~ yyF _ _ _ _ _ _ _ _ _ _ _ _ _ _ \ d s V ~ _ _ _ q Y U~ LL LL 3u ~ ° Q q Q ~ D O J - tl ~ _ "n'E Q o 4 n L Q~ 4 e 4 ~ F5 - _ -F-7-77--- " .Tn4E O IX Q IX Q O aaIX m ? V a rc a 0 F 4 Q Q Q ° - g D ~ _ r n m w w Pa m ' ,or o u 0 a o-e5 ~ 0 ,o-,o W m t - oa ~wm0 o.oi a-.c Q ~ pp • ~x S-9 ' .E-A Z r _ Q w q - p 0 i ~ a' 70 m ~ o ;fig m I o t c ,o e,eo. a.~im u a R ~ ~ y 0 ~ do ~ - - 4 ~ j 21 i e v i > 7 o : g v i I o o X - LL L d b j_ j I W 0 1 2 i I i i ; JsD ' 1 _ - 4 i - - - - - - - or . 5 t I ' I I } p ; f 4 ~ i I i tl a L I j us V rt X p I O Q I a I 4 - - e O (C d i uo z~ ~ W ;am LLr =~Q=~~ Q n~lrvK?~ _ i ~a® w z ao ~ 4 ~ ° -~a ~~o fir; ~ F m U o-~ u 0 _ a - L c~ L I G --7 (v RECEIVED SOIL EVALUATION REPO ~ #1819 p Safety and in accordance with Comm 85, Wis. Adm. Code c Page 1 of _4_ Profess"S11110 b~ j ` Schmitt Soil Testing, Inc. Attach complete site op n 8%: x 11 inches in size. Plan must County include, but not lie~nn~ St. Croix percent slope, s~afr~ i reference point (BM), direction and location and distance to nearest road. Parcel I. j~, Please print all information. _ 032-20 _-4 00_~_ Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Revie By - Date / PLAI roperty Owner Property Location Hildebrant, Irene, C/0 Hildebrandt, Nate Govt. Lot E1/4, N 1/4, 6, T30N, R19W - - Property Owner's Mailing Address Lot # Block # Subd. Name o CSM# 1777 38th St. na 36 Acre Parcel - city State Zip Code Phone Number - City Village Town Nearest Road Somerset WI 54025 715-222-8877 Somerset 38Th St New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement - Public or commercial -Describe: Parent material Glacial till (Amery-Cromwell Series) - - Flood plain elevation, if applicable -___NA ft, General comments Area is suitable for a mound system. System elevation is 100.33' based off a contour line established at 99.33'. Slope of area is and recommendations: 10%. Depth to limiting ac or I 24". Boring # Boring <l Pit Ground surface elev. 97.53 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure in. Munsell Consisten Boundary Roots ~ GPD/ft2 Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2 1 0-7 10yr3/2 none sl 2fsbk _ mfr as lvf 0.6 1.0 2 7-13 - -10yr5/3 -__none sl 2msbk mfr gw ivf 0.6 1.0 - 3 13-24 7.5yr4/4 none sl lmsbk mfr-~- v 9w 0.4 0.7 .7 4 2467 5yr4/4 cid 7.5yr6/2 r6/6 sl Om mf 0.2 0.6---- 7.5y Boring # Boring 99.88 ft. Depth to limiting factor 28 in. Pit Ground surface elev. Soil Application Rate - Horizon Depth Dominant Color Redox Description Texture Structure z in. Munsell Consisten Boundary Roots GPD/ft Qu. Sz. Cont. Color Gr. Sz. Sh. - *Eff#1 'Eff#2 1 0-6 10yr3/3 none _ sil 2fsbk_ mfr cs 1vf 0.6 0.8 2 6-19 10yr4/4 none - scl 2msbk mfr gw lvf 0.4 0.6 3 19-28 7.5yr4/4 none sl lmsbk mfi _ gw 0.4 0.7 4 28-42 7.5yr4/4 - c27 7.5yr6/2 fsl lmsbk - mfr gw 0.2 0.6 - 7.5-56/6.- 5 42-76 5yr4/4 m2d 7.5yr6/1 - - 7.5yr6/6 sl Om mf 0.2 0.6 Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <-150 mg/L ' Effluent #2 = BOD5 <_30 mg/L and TSS - 30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt r~- - Thomas 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 4/13/2016 715-760-1978 SBD-8330 (R.07,00) Property Owner Hildebrant, Irene,-C/0 Parcel ID # 032-2022_40=200 _ Page 2 of 4 Boring / F ]Boring # Pit Ground surface elev. 97.00 ft. Depth to limiting factor 27- in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#l - 'Eff#2 1 0-12 10yr3/3 none sil 2msbk mfr as lvf 0.6 0.8 2 12-22 10yr5/3 none sil 2msbk mfr gw 0.6 0.8 3 22-27 7.5yr4/4 none A lmsbk mfr gw 0.4 0.6 4 27-64 7.5yr4/6 m2d 10yr6/2 sil lmsbk mfr 0.4 0.6 10yr6/6 4] Boring # Boring Pit Ground surface elev. 94.73 ft. Depth to limiting factor 10 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G_PDM2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/3 none sil 2mgr mfr Cs 1Vf 0.6 0.8 - - 2 10-19 10yr3/4 c27.5yi/1 sii lmsbk mfr gw 0.4 0.6 3 19-32 10yr4/4 c2d 7.5yr6/6 sil lmsbk mfr _ 7.5yr6/2 9w 0.4 0.6 4 32-54 10 r4 6 m2d 10yr6/2 y / 10yr6/6 scl imsbk mfr 0.2 0.3 Boring Boring # Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ~I&W *Eff#2 i * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. lf'you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/00) Schmitt Soil Testing, Inc. _ r Conducted by: Page 3 of 4 Schmitt & Sons Excavating, Inc.. Conducted For: Thomas J. Schmitt, CST 227429 Name: Irene Hildebrant 586 Valley View Trail Address: 1777 38th St. City, State, Zip: Somerset, WI 54025 Somerset, Wl 54025 Phone: 715-760-1978 Signature PID: part of: 032-2022-40-200 j Date Lot No.: na 36 Acre Parcel Legal Description: SE1/4 NWNEI/4 S6 T30N R19W ■ Backhoe Pit Township, County: Somerset Township, St. Croix County A Bench Mark 1 El. 100.00' Top of 2" PVC Pipe. A Bench Mark 2 El. 100.03' Top of 2" PVC Pipe Slope= 10% Scale 1"= 40' ; + Contour Line Elevation: 99.33' Contour Line Length: 90 i t -4 NOTE: For f II view of Lot see Aeri I Photo (Page 4 of 4j / r j I'/ , aye to 9 &1571A/4- ~u1 EC7o - ~ L !3~ /Zfmov ~ j-- i~~' 1 r` EXISTinr(,- ~ I9°.d SLoo~ W~~L ~iQN7oa / Z t 4 , i I ' I V _ t + - 1-- r { t A 1_- y___ r 4 1 e 1 - r i r ' r' i op y 2Z d O O O pt fl- ~ M1 v yt ~ $ , >z- ISO .1 tl PLO. ~k 40 i Ink ~ 3