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016-1053-50-100
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division Sanitary Permit No: INSPECTION REPORT 567230 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes[Privacy Law,s.15.04(1)(m)[. Permit Holder's Name: City Village X Township Parcel Tax No: Woodington, Scott 0. &Jill M. Glenwood, Town of 016-1053-50-100 CST BM Elev: Insp.BM Elev: BM Description: Section/Town/Range/Map No: ✓� GS T 24.30.15.374A TANK INFORMATION /O 0 ELEVATION DATA TYPE MANUFACTURER 4 CAPACITY STATION BS HI FS ELEV. Septic S,,., 3 Benchmark /jJ gPGv Al L - 3 /660 J 6 /0.5 Ant, Dosin g /3 Alt. BM li• J .57. Gd �..1 b iJ Bldg.Sewer (6`)-""-- { 0 P2"4,0 61'84-v "4 5 , Holding _ St/Ht Inlet 15 7 c-/+ T St/Ht Outlet TANK SETBACK INFORMATION TANK TO n P{_, WELL BLDG. O•Air Intake ROAD Dt Inlet �` / Dt Bottom Septic Z SZ 7 ZOO 75 2/. b 7 • 5 Dosing 1 / / Header/Man. 2.,52.,52--- 20e 7 6 DT l - q /2•(p T 7. Aeration Dist. Pipe 12..140 '37 7 --�_ / Holding Bot.System @ $7 5 - Final Grade / PUMP/SIPHON INFORMATION I I` 4 7g '"9' Manufacturer Demand St Cover a 1/. 4 <rt r are- /Model Number Rio 15 I . Jr /4 .c54, •, TDH I /_ Friction Lo System TDH 8t ZS 3 2 / Forcemain Length / Dia. j f Dist.to Well D Z ZOO / SOIL ABSORPTION SYSTEM DIMENSIONS BED/TRENCH Width i/ Length 1 No.Wrench PIT DIMENSIONS No.Of Pits Inside Dia. __Liquid Depth DIMENSIONS 7 /J1 SETBACK SYSTEM TO j P/L /BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of,` em: $ / q, z e�f r Pr UNIT Model Number: �� 0 J� ! N DISTRIBUTION SYSTEM lz) Header/Manifold) // Distribution ` / / / 1 / x Hole Si zQ / // x Hole Spacing / Ven to it Inta e Pipes) J s t0 / Length 3 Dia i S Length 73 Dia / Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only G1...,°' "'`' Depth Over / Depth Over xx Depth of xx Seeded/ odded xx M Iched Bed/Trench Center / Bed/Trench Edges ., Topsoil 17 q � a« No Yes d No COMMENTS: (Include code discrepencies, persons present,etc.) Inspection#1: /1 / 7 / 1.3 Inspection#2: / / Location: 3241 150th Ave a Glenwood Ity,WI 544A3 Jj4NP/424 T3ON R15W) N Lot 1 24.30.15.374A /r/) 'het) 1.)Alt BM Description= • 2.)Bldg sewer length= �O t....)l 5c.. ."—c) /Q� amount of cover= v,„ cl)„„ti ' 4,Plan revision Required? 0 Yes No I i ' �-6 3! 4 i i Use other side for additional information. L_ __ ,.... I AP I_______ . _.. Date / Insepctor'sC gnature ,f Cert.No. SBD-6710(R.3/97) Al.G-22-2013 09:29 PM HEIDT 7158327525 P. 2 S C..b - A- '.-,\\ treal;'6f\. rE NtAS r,2t(-3a 151^S Cry 3L 1 1 5o` Aag- 1aw.w .. SC/a/9� , ail acD` J 1Q41.A C.12 i 4 gl-- CA 00:d4tA4-7s( —6 f o 1 c1�ct v g t 'c-t�J° Tl/Aookal,) 6,0,50 96,e \ - --J. t.) 0,..4.6.t Co r` e r -- � Q Q°Y F o�zz—i�lsnr / <_ —boa.o ,.. .' '/-3_ 4------ cr - - , gb4...- ._c,..vi 426 p,.‘. . / 0.3G1-1 ,c51._ 6 v\oce , .(m . -7,......„,... ..77 , • 0\$ _______-/v.. O 5$1-v.30(1 )�l c� .?1,1 2,S o2,cl S eft- `60 TVL, i 6;b Vii- ''. • ('0 v9r T6 /orb bc/ST1K$-- A`` C„T 1:)//c- :)t�6 /fip ,d'"/ pdT MT O SST - /1'-5/5' '. 1c - ItqCf:-- -" E.0 -1-1---41/5" \ (( cf-i yv Pt/Z- 8? 1'074. l" n.57 P b.�' , f ,&* c 34 P/i, /5 /-5 774 D 34' 1 J Will Heic t Soil Testing W3503 hemlock Rd. 5 ce,\Q.V: 4261 Mondovi, WI 54755 7 (715) 832-0020 d,/re- 02R7 Z �� Ast; 4.-- 4-o re, reidifirret , 01 / :0 t 1 04 el.I I Xi(04 d 1611)'t 14.41.1J- 7, .~vr County l~1 C . r Industry Services Division tWJ xt 1400 E Washington Ave Sanitary Permit Number (to be filled in by CoJ 7162 DSO P-I Box Madison, , WI 53707 707-7162 ~~k r v State Transaction Number Sanit rmit Application 23 / S.SSfS In accordance with SPS 383.21(2), A e, submission of this form to the appr ovemmental unit is required prior to obtaining ft It. No .Application forms for state-owned P submitted to P ct Address (if different than mading~esss) the Department of Safety d onal S s. Personal information you provide may be us ondary w purposes in accordance nvac w, s. 15.04(1 (m), Stats. 1. Application . Infor in ea Print All Informatio parcel # Property Owner' It t S'r , U13 - / T ~ko~ I , 53 - 5.6 Property Owner's Mailing Address C/Nry Property Location / 33 Govt. Lot ) A W'/<, Section ] City, State FF Zip Codde/ Phone Number F. T N; R Ar E owl. ~ I1. Type of Bing (check all that apply Lot # Subdivision Name ~ld or 2 Family Dwelling -Nu mber of Bedrooms ~J , Block # ❑ Public/Coimnercial - Describe Use ❑ City of CSM Number 5771'7 1 ❑ Village of ❑ State Owned - Describe Lpe a gown of ~ 4 ✓o JZ 35 5 h- 75 o III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. [3 New System eplacement System El Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) List Previous Permit Number and Date Issued B. ❑ Permit Renewal ❑ Permit Revision E01 Change of Plumber El Permit Transfer to New Before Expiration Owner IV. Type of POWTS S stem/Com onent/Device: Check all that apply) tA' ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade X Mound > 24 in, of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Pretreatment Device (explain) ❑ Holding Tank ❑ Other Dispersal Component (explain) 1 V. Dis ersO/Treatm t Area Information: Dispersal Area Pro sed sf) ystem Elevation Design Flow (gpd) Design Soil Application Rate(gp Dispersal Area Required (sf) (on Z LSD f ~2 Vl, Tank Info S ~O✓t~• Capacity in Total # of Manufacturer . ° Gallons Gallons Units U New Tanks Existing Tanks w C7 0- (e✓t co Septic oemafflmrTm Dosing Chamber U (ate' VII. Responsibility Statement- I, the undersigned, a u responsi ' or Installation of the POWTS ssh~RS Nhe attached plus ness Phone Number Plumber' ame (Print) ~ Plu er's ignature ~ ~~B ~ ~ ~ 7 y bOD L- ~iN Z. ..1/l~/J 7!f Glr. Plumber's Address (Street, City, State, Zip Co~J V6/- 4 1 e ' pia -rlr~r iAC ~ , r4/2 VIII. oun /De artment Use Onl Issuin gent Signature Approved Disapproved PermitFee Date I ued $ ~L• 14Z Iven Reason.for Denial al~i--C--IX. ConditoffiTffteM!( NiWeasons for Disapproval 3\ ~ Q0~ (moo A~; 1. Septic tank, bffluent fitter and - / ~-Q,~ •t~ dispersal Fel9 must all be services /maintained a- I 6 as per management plan provided by plumber. l4setl elck ragtlir' Drills Mtletbe"rrla ntain6d Attach to complete plans for the system and submit to/the County only on paper not less than g Ile x 11 inches in size i~ SBD-6398 (R0313) 9.,mR tF~ . DIVISION OF INDUSTRY SERVICES 5ti? ~o~ 10541 N RANCH ROAD HAYWARD WI 54843 3 0 S Contact Through Relay S www.dsps.wi.gov/sb/ P www.wisconsin.gov Q S ~SSfONScott Walker, Governor Dave Ross, Secretary October 04, 2013 CUST ID No. 139462 ATTN. POWTS Inspector TODD L SINZ ZONING OFFICE TL SINZ PLUMBING INC ST CROIX COUNTY SPIA E5609 708TH AVE 1101 CARMICHAEL RD MENOMONIE WI 54751-5520 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/04/2015 Identification Numbers Transaction ID No. 2315558 SITE: Site ID No. 796147 Scott Woodington Please refer to both identification numbers, 3241 150TH Ave above, in all correspondence with the agency. Town of Glenwood St Croix County NE1/4, NWIA, S24, T30N, R15W FOR: Description: mound - 3 br Object Type: POWTS Component Manual Regulated Object ID No.: 1451788 Maintenance required; Replacement system; 450 GPD Flow rate; 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.01101, R. 10/12); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes w, r. and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructedCo edition 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 KV r equirements. AR, C gisl Of No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, EPA OF SpfEIY A stats. DIV% The following conditions shall be met during construction or installation and prior to occupancy or use: CORRESp S • A copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. Changes to the approved plan must be submitted for review and approval. Failure to properly attach the approval and index page to plans that match the copy on file with the Department may result in enforcement action under s. 145. 10, Stats. • 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). • 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). • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • Abandon the existing system components per SPS 383.33 TODD L SINZ 4 Page 2 10/4/2013 • The system was designed to meet the influent quality defined in SPS 383.44(2)(a) The quality of influent discharged into a POWTS treatment or dispersal component consisting in part of in situ soil shall be equal to or less than all of the following: 1. A monthly average of 30 mg/L fats, oil and grease. 2. A monthly average of 220 mg/L BOD5. 3. A monthly average of 150 mg/L TSS. • SPS 383.54(3)(b) (b) The servicing frequency of an anaerobic treatment tank for a POWTS shall occur at least when the combined sludge and scum volume equals 1/3 of the tank volume. • The inspection, maintenance and servicing reports shall be submitted to the governmental unit within 30 calendar days from the date of inspection, maintenance and servicing. • The owner is responsible for the operation and maintenance of the private onsite wastewater treatment system (POWTS) in accordance with SPS 383 and the approved management plan • The owner of a POWTS shall be responsible for ensuring that access opening covers remain locked or secured except for inspection, evaluation, maintenance or servicing purposes. • Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • Provide a copy of the approved POWTS plans and this letter to the owner. • Prohibit vehicle traffic and soil disturbance within 15 feet of the downslope edge of the mound pursuant to "Mound Component Manual Version 2.0" SBD-10691-P (N.01101; R. 10/12). • Insulate 4" 0 conveyance pipe pursuant to SPS 382.30 (3)(c), W.A.C. 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 required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should -conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review "shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 i This Amount Will Be Invoiced. When You Receive That Invoice, Ec3wm A Taylor Please Include a Copy With Your Wastewater Specialist, Integrated Services Payment Submittal. (715)634-3484, Monday - Friday 8:00 am To 4:30 pm WSMART code: 7633 edwin.taylor@wisconsin.gov Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Industry Services (formerly Safety & Buildings) will be modified. Code references with prefixes starting with "Comm" have been replaced with "SPS" to recognize the relocation of the Division of Industry Services from the former Department of Commerce to the Department of Safety & Professional Services. Additionally, all IS (formerly S&B) codes have been renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. TODD L SINZ Page 2 10/4/2013 • The system was designed to meet the influent quality defined in SPS 383.44(2)(a) The quality of influent discharged into a POWTS treatment or dispersal component consisting in part of in situ soil shall be equal to or less than all of the following: 1. A monthly average of 30 mg/L fats, oil and grease. 2. A monthly average of 220 mg/L BOD5. 3. A monthly average of 150 mg/L TSS. • SPS 383.54(3)(b) (b) The servicing frequency of an anaerobic treatment tank for a POWTS shall occur at least when the combined sludge and scum volume equals 1/3 of the tank volume. • The inspection, maintenance and servicing reports shall be submitted to the governmental unit within 30 calendar days from the date of inspection, maintenance and servicing. • The owner is responsible for the operation and maintenance of the private onsite wastewater treatment system (POWTS) in accordance with SPS 383 and the approved management plan • The owner of a POWTS shall be responsible for ensuring that access opening covers remain locked or secured except for inspection, evaluation, maintenance or servicing purposes. • Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • Provide a copy of the approved POWTS plans and this letter to the owner. • Prohibit vehicle traffic and soil disturbance within 15 feet of the downslope edge of the mound pursuant to "Mound Component Manual Version 2.0" SBD-10691-P (N.01/01; R. 10/12). • Insulate 4" 0 conveyance pipe pursuant to SPS 382.30 (3)(c), W.A.C. 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 required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should --conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review -shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 This Amount Will Be Invoiced. When You Receive That Invoice, E wm A Ta for Please Include a Copy With Your Wastewater Specialist, Integrated Services Payment Submittal. (715)634-3484, Monday - Friday 8:00 am To 4:30 pm WiSMART code: 7633 edwin.taylor@wisconsin.gov Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Industry Services (formerly Safety & Buildings) will be modified. Code references with prefixes starting with "Comm" have been replaced with "SPS" to recognize the relocation of the Division of Industry Services from the former Department of Commerce to the Department of Safety & Professional Services. Additionally, all IS (formerly S&B) codes have been renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Woodington Replacement Sewer Owner's Name: Scott Woodington Owner's Address: 3241 150th Ave Glenwood City Wi 54013 715-781-0901 Legal Description: NE 1/4, NW 1/4, Sec. 24, T30N, R1 5W Township: Glenwood County: NA Subdivision Name: NA Lot Number: NA Block Number: NA Parcel I.D. Number: Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings lily Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan MMERCE . Page 7 Pump curve and specifications D B I.DMV- Page 8 Tank specifications _ Page 9 Site plan 1" = 20' t 4C j ~N Designer: Todd L ' z License Number: MP139462 Date: 09/17/ Phone Number: 715-235-2644 Signature: t ~,4 signed Pursuant to the Mound Component Man I for P0 9s Version 2.0 SBD-10691-P (N. 01/01, R. 10/12), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01, R. 10/12) Version 7.0 (R. 11/12) Page 1 of 9 Mound and Pressure Distribution Component Design Design b/Vorksheet Site Information (R or C) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 383-44-3 in-situ soil treatment for 1.50 Peaking Factor (e.g. 1.5 = 150%) fecal coliform of - 36 inches. 450.00 Design Flow (gpd) 18.00 Site Slope 86.50 Contour Line Elevation (ft) 25.00 Depth to Limiting Factor (in) 0.40 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information #75,00 Dispersal Cell Length Along Contour (ft) 600 Cell Width (ft) .00 Dispersal Cell Design Loading Rate (gpd/ft2 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (C or E) E Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation (ft) 2 Number of Laterals of the highest point. F 0.156 Orifice Diameter (in) 3.50 Estimated, Orifice Spacing (ft) = 10.23 ft2/orifice 2.00 Forcemain Diameter (in) 30.00 Forcemain Length (ft) Does the forcemain drain back? Y 80.00 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft) x 1.3 4.89 Forcemain Drainback (gal) 7.04 Vertical Lift (ft) 67.44 5x Void Volume (gal) 0.38 Friction Loss (ft) 72.33 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 23.69 System Demand (gpm) 11.97 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x x 1.25 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons/Inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1000.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Huffcutt Concrete Manufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 640.00 Dose Tank Capacity (gal) Orenco Filter Manufacturer 15.23 Dose Tank Volume (gal/in) FT0822-146A Filter Model Number Huffcutt Concrete Manufacturer Project: Woodington Replacement Sewer Page 2 of 9 Mound Plan and Cross Section Views T 1/10.6 J Observation Pipe •5• A W 1. B L Mound Component Dimensions ft K ft A 6.00 ft E 23.96 in H AEaft B 75.00 ft F 9.50 in 1 ft L ft D 11.00 in G 0.50 ft J ft W 450.00 (ft) Dispersal Cell Area 2058.42 (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 89.21 (ft) ► /f. ♦ H NI/}}}1/11Ji.. .,fl///}f//}f//f 2 G .ff}}1111111 1 1 ,/},/}1,.. I F . _ 87.92 (ft) L Dispersal Cell atera 87.42 (ft)-1 - Invert Dispersal Cell . d. t Elevation IE D a' - -1 A 86.50 (ft) Contour Elevation 18.0 % Site Slope Geotextile Fabric Cover Shading Key °'fl Dispersal Cell See lateral details on 10 ®Topsoil Cap Q- c 1.5 ft Page 4 for number, ❑ Subsoil Cap c size, and spacing of .1///}} 0 ASTM C33 Sand t6 laterals. Laterals are F equally spaced from the e Tilled Layer c m 0.5 ft Typical Lateral 0 _ w distribution cell's © Aggregate ocenterline in the A distribution cell (AxB). Project: Woodington Replacement Sewer Page 3 of 9 End Connection Lateral Layout Diagram Laterals centered over the & imension Turn-up wfbsll valve orcleanoutplug p .I All laterals are identical IE X-) I Holes drilled on the bottom of the lateral equally spaced S I It Force main connection via tee or cross to manifold at anq point. Laterals &forcemain Sch 40 PVC per S P S Table 384.30-6 Number of Laterals 2 Orifice Diameter 0.156 in Lateral Diameter 1.50 in Orifice Spacing (X) 3.50 ft Lateral Length (P) 73.50 ft Orifices per Lateral 22 Lateral Spacing (S) 3.00 ft Orifice Density 10.23 ft2/orifice Lateral Flow Rate 11.85 gpm Manifold Length 3.00 ft System Flow Rate 23.69 gpm Manifold Diameter 1.50 in Total Dynamic Head 11.97 ft Forcemain Velocity 2.42 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 rnate outlet Alte Tank component is properly vented MForo location emain diameter Huffcutt Concrete Manufacturer 2 in. Capacityl 640.00 Gallons Volume 15.23 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 24.77 377.29 B 2.00 30.46 C P♦ ump off elevation (ft) C 4.75 72.33 80.88 D 10.50 159.92 Total 42.02 640.00 D Dose tank elevation (ft) 3" Bedding under tank. 80.00 Alarm Manuafacturer SJE Rhombus _ Note: Switches Alarm Model Numbe Tank Alert 1 containing mercury I s gay not be used in Pump Manufacturer Zoeller _ this system. Pump Model Numbe BN151 Pump Must Deliver 23.69 gpm at 11.97 ft TDH Project: Woodington Replacement Sewer Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name T L Sinz Plumbing Inc. Phone 715-235-2644 POWTS Regulator's Name C St Croix Co. Zoning 1 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 monthly Pressure System Laterals should be flushed and pressure tested eve 3 ears Mound Inspect for ponding and seepage once every 3 years 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 6-8" Diameter Lawn / Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Woodington Replacement Sewer Page 5 of 9 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 BODS, 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 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 of 9 PUMP PERFORMANCE,CURVE TOTAL DYNAMIC HEAD/FLOW MODEL 15111521153 ; PER MINUTE so EFFLUENTAND DEWATERING 14 45 153 I. 12 40 MODEL. 151 152 153 36 Feet meters .Gal. Liars Gal. Liters Gal. liters t0 152 S "1:5 50 189 69 261 77 291 SO 10 .3.0 45 170 61 231 70 265 e 25 151 15 4.6 38 - 144 53 201 61 231 197 44 - 167 52• 20 6.1 29, 1.107 t t 129 42 159 6 20 ` '25 1:6 16 ` 61:: ' i 34 23 87 3J..:, 125 90 9.1 15 • r - 35 10.7 - - - 22 85 11 42 4 i c 40 10 Shut-off Head: 30 ft, (9.1-n) 38 ft. (11.6m) 44 ft, (13,4m) 2 5 OI450aB 0 1A . 26 30 +40' -"so 80 70 .80 9o too GA~LLQNs IT 40 10 I JO 160 200 240 280 320 360 FLOW PER MINUTE e14506A .~~Nodel.151.:.~Mod.els 1:.52..1.,153 CONSULT;FACTORY FOR SPECIAL APPLICOO. NS : 47132 SB - J 79 4 ya 327132 • Timed dosing panels available: • Electrical alternators, for duplex systems, are available and 374 327132 supplied with an alarm. e } o -T" e • Variable level Control switehes are available for.controlling 373 327132 single phase'.systems. • Double; piggyback variable level float switches 'are available for variable level long and short cycle controls. • Sealed Qwlk•BOx available for outdoor Installations. See FM 1420. • Over 130•F, (540C.) special quotation required.' 12 118 15iH521153-Series 11/e 151115111 3MQb Central Selection s ve Model Volts-Ph Mode Am s 31m In Duplex 4318 N151 115 1 Non t+.0 1 .2 or 3 SN151 116 1 Aut61:1 6.0 Included 2 or J E151 230 177 Nan 3:2:: 1 2 or J sKZOed SE151 230 1 Auto 3.2 Included 2 or 3 sK2444 N152 11s i Non 6.5 1 2or3 8N152 115 :AUls', :9.9 Included 2or3 E152. 23 1 Neh 43 2or3 BE152 23:.' .1 ;!Included 2 or 3 N 153 11 6n:.. 1'O S 2 or 3 8N153 115 . 1 Auty 105 Included 2or3 E15 SELECTION GUIDE 3 230 1 Non 5.3 1 2or 3 BE153 30 1 Auto liicluded 2or3 1, Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 71 A CAUTI N All Installation of controls, protection devices and wiring should be done by a quallhed 2, See FM0712 for correct morel of Electrical Alternator E Pak g Variable level control switch 10-0225 used as a control aCuvalor, 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 Acf (OSHA) or (4) float System. SIGN :RE'S'ERVE POWE,1115D .DE For unusual conditions a reseNp.safety factor is englneered into the design of every Zoeller pump. . MAIL TOr-P.0. BOX 16347 Louisville, KY 40256.0347 Manufacturers of.. SHIP 70; 9649 Cane Rum Road r Louisville. KY 40;114961 ~aaUrr,PaAIP9 f1NCt /94 9 M (502)1764731,1(800) 928-PUM httplllyrww.tatAersam ~N ~i FAX(502) 774.3624 ~__i:_. n. •il'rtwl+Ferneen/old SNOLLV=V 313NONO3 1SVOIW NSNOOSM V IVNOLLYN € wo:)•14nD3fnyMMM ■ HIL E2L (SIL) XVJ • -30 2l38W3W 9191-426 (000) * 944L-E2L (SIL) V 313 a u HNtll 3Ild3S 2117 dHfid (U 11n~~~nH H Nl7' ltl9 009/00011 62L4S U1 'SIIV.! tlA3ddIHO N iNYld a31iu2130 133211S p-4£21 4914 1~3f'O~Id z ° N ¢ o v' ca r 1- z~ a W J ° W > l¢7 ¢ D m0 U W rn a o > > o 3 b J M v t`I J d 1W7 w ¢ Q W RA °O r z ¢ W x z ca o o ,Z4 a ¢ U .Oi .S4 ° Pi 3 w ca L7 A W J ¢ ¢ Rl w W W U W (U f r V1 Z ui 0 Law Z7 ° Of W W ¢ U ° W> rU R' H II II °A W W x ¢UZZJ r U Ua J O°° Li W Q Z U ° r = U ¢ \ q Z W Q A W J ZZ U W ¢ uO 3° cw h 19 a i 0 v o a ra x A W > O a o+ o v O ° N N FN ¢ U v L` W 0 di 4-0- cu o z O d` u u F O .Z .1 Z u W \ W Vl ~Q a P° 02 Y Z H v W J <L ll ,Z .OZ ¢ co I p w ~Oi I ? ,11 W I n N UO• wCy z W a N LO ca LLi O I p ,44 ,E ISO( w or F- V I 8 = U J ¢ I . .L4 - ¢ x co Ld .SS t~ 1 w _j xx Wp I Y iu E-3 ® 10 rl A f I .o n r I N y ~ Q I W P4 J I Z 1 Z Q Q ~ I v I I I I A! I.G-22-2013 09: 29 PM HE I DT 7158327525 P, 2 C>~00, e ' -r a -bfof ark( I/ A O&WO 30(10 577 N d 7- 4w A"? ~ci 1 r, ~ rihaK S. k Ajd~v .`cr V~ is a s 45 7-,1 D 3-6 3'~C , C170 Will MeicC Soil Tes in 9 W3503 hemlock Rd. Mondovi, Wi 54755 (715) 532-0420 d, Ala-.2? ?r 9 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address C3 l3 Property Addresses (Verification required from Planning & Zoning Department for new construction.) City/State C---)k ~u1u--JOndCkkYParcel Identification Number 01(9- LEGAL DESCRIPTION Property Location NE'/a , K)W 1/a , Sec. tq T _30N RJW, Town of ~1 . Subdivision , Lot # Certified Survey Map # , Volume , Page # _q 5q Warranty Deed # 5 l 5~ 3 , Volume 'Page # I Spec house yes 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. $3.52(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. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form re 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 d d recorded in Register of Deeds Office. Number of bedrooms Gov 9 y /.0l SIGNATURE OF AP IC (S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV, 08/05) VOL 19.13"Aa 1 DOCUMENT NO ~ WARRANTY DEED ✓osevh R7 Draxler and Draxl r, husband and St' CRQt?C co, W► n-*" for a*V6:-4 wife _ JUN 4 2 1998 conveys and %-rarranis to Scott O yyogdiltgto~ and ✓i/! g:30 A M~ 1Nun_ yiagjon_ husband an wife as atrrvivt3rr/ ~ mari{ l Mrot?ertY t+} amt -ol ` p- f!j the following desctioed real estate in St, Croix County, State of wi'sconsir } RIfi' lw to sCrlOryit0 a nctaV, s c 11 700 %V04SKf 8AV ROAD Me'voMcoWl" err sa7sr ~ I'►.rGal t,}l,f rilHC~r/AA MYmbte' lFtrll g~ ~Q Lot One It; of Certified Survey hlao filed May 27, 799$, in volume 12" page 3454, as pocul»en1 No. 579811. urantor reserves a permanent easement for purposes o! Ingress and egress over the existing driveway. Thi's _4_&4U Mornesteac property. ` ~ pt E fxcevrion to warranties., highways, easemen(s and restrictions (;I record. Dated this aay of June. t 998, (SFAL; ' .tosea~ts R: 3ray'~f f .,SEAL l1f;LG'yZ~==LSEAl1 chartane Oraxler AUTHENTICA TION ACKNOWL FOCrMENT If signatu k~ js' .:gam og-' n ^ !r> -1;enl !'hsrtene Drexler. ,STA TE OF WISCONSIN 1ss, h and and v.•ife i'2v & ej t,ou,alr. authenticated this day of ,tune, 1998 Personally carne bofore dye this A( _ I day of lone. 1998. the above named ti! jflh R ¢rxxler an a 1 r / r T husband and wile ' to me wr a 'r, t:, 'C ,ho crrors ,~!hn NrplYrfad. the tnstrumenr and acknowledge the same. T/rtt* A4&W CI? STA7_ BAR OF WISCONSIN (n "elf, authorized by 4706,06, Wis. Slats ( I THIS INSTRUMENT ORAFTEO BY t &hn K tAQfev, Arty, _ Notary Public - C) do guy 4t/i} n. M~ntwmunte, }rr! 54751 My commission is 40".-lanent Itf not, state' xDl{Fltfgn (Signaturds may be authen(tcalerl or acknowledged, dale; !a bra. r F Both are not necessary.) JEAN bi. JOHNSTON Notary Ublia In_ ~Y. 'Names of p-er:;ons sipning in any cap,7eity should be typed ..,ir printed bplo ^rI 3Y rya! r SURVEY MAP ADDENDUM RAW 01070 n~TMmnaaa~1 150th Ava Ciro Glenwood City r St Croix, a a wt a r 6601 Lmd,101- Novastar Home Morton a 17A70 gk-.rk { I 0105 r g9a1e 06.2#:07 4C8 13.31 VAX 163 Its Amer a6artrmt or own s?i is r 8 star b Wsall s 4 v Utz f-~TIFIE L D SUPVEY MAP Located in Ito Nvrllsnst quar(ar of the Nort6waYt gvartar of Sa411m SS, Towoahip 30 Nosth, Range. 15 w.1at. ,Town of C,aarrgad, St. Cr01a County _emltlAn£b Wlcvorufn. -LdN03 S 0-0'00'83gN 608.20' 7opvdas`r I txa comm .eo ! fluction, N. L.+13-mot. traal atreTN-QPYIM I/+ +trJ..' t ssbaT wslghtna 5.31 pounds pas arcrron rrNC Sate Cosae i lln. toatkcst. ro.a ?d 1 6t.Crolr Co. cup found. i J3' 43'1 363.133 ft. (7.216 tos.a) ' A. t 7ackudia rlebt~o(-way, Z92,62osq,tt.(b.~lbacraal I w t%tludlny slant-q[.1tay. l AA, ! tAi i ! ~ 2r 1 4; mite ,Ar zr ~y n 'K' tO ~ batty 1; I A. r' to 1 A4 NbrQ r l L~ , y 1 F Ai I ~ r 3L a, •r .N 0 1 ~ et M1 '.~-•a. 531. u ^•6 W W t B 58 LAND?- , a n' QNPLAi'!EO•, - • -danater LlIX1411 lroo pips welaldhl C I 1.68 pounds per 11n. foot rat. lM t)ttard by: Joe OLanue, ~pfya 1453 320th . ~ry Gl.u eupovd Cilyy, Vti. NW Cotner sec. Z4 4 HAFtVSy ti >Y 54013 T30N RI}w „s( J0IC4SON s ltearlap Lcfaraacad to the North. 314.1 Hebor found. 4-11,00 South uartrt teMlea llea, assumod * F1tWa0N to bear Sao 00,22-1w. oa aL LP IN FA'L} L:qa• Tide lomu moat dr3ftad lvyl 49Y2691 YtUam 17 PALM 3636 aargassaW r sr.kpM..rBartowMa+eearart.poysoa6Aaa- Wisconsin Department of Commerce SOIL EVALUATION REPORT Page-LoT`t_ Division of Safety and Buildings i " in a ante with Comm 85, Wis. Adm. ~Qde County 0 Clc- Attach complete site pla ape less than 8 112 x 11 inches in size. Plan must include, but not limited to: is and horizontal reference point (BM), direction and I I.D. percent slope, scale or dimensions, north arrow, and location and distance to r~st road. d f ~p • 5~j a . Please print all information. v'~/ 70, Review by Date ~ Personal information you provide may be used for secondary purposes (Privacy Law, s. 15. ) (m)) ;te /d sT 1 l 'M Property Owner Property 0- 0't^~',1 ~0 4 Govt. Lot 1/4N /4 *TZ56N R /4"Am W 5- Property Owner's Mailing Address Lot # Block # Subd. Name or # o~~,ro -5-6'4k 0,4. &AW City State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road 013 415-)M-0 ge a LA~ ©fl /So`- /Qso- ❑ New Construction Use:9 Residential / Number of bedrooms Code derived design flow rate GPD &Replacement ❑ Publi or commercial - Describe: Parent material J re s h/C Flood Plain elevation if applicable ft. General comments )1 and recommendations: P10%pU. trp~ (n. C rC►~`Q ~7 ~.~~,~J ~G'Z~/ ~c S Fem., Syl"S~ O►.r~~ ~ U S Boring # Boring F-11 / Pit Ground surface elev. pry T7ft. Depth to limiting factor ~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2 o. D-S c7 a s 1i rb- ~ V- C4 &0 tjL~ 71j 4q b 99 3-a 5 mss r ,d S 3 Goy /z s Cc.sb~': c5 - < c s 33+ y CW', Al FA Boring # Boring Pit Ground surface elev~ ! ft. Depth to limiting fatter Soii Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr Sz Sh, Eff#1 Eff#2 a 2 G 0, d, C- S-C s a y o.'l 3 l>~/ s o•~ /,o Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L CST Name (Please Phi 1 e t So Testing 1 t` MT Number_ Z W3503 hemlock Rd 441 7 ~ Address Mondovi, ',y 1 5475 DConducted Telephone Number 1 S 9- (.715) 832-0020 15 N"- 1 / Page Iv, ~`/~1,+` ~y~,~ - ✓ Property owner parcel ID # Boring c2tr in. Boring # ft, Depth to limiting factor Soil licalion Rate D-3 Pit Ground surface elev. GP0/ff Redox Description Texture Structure Consistence Boundary Roots tttxf Etf#2 Horizon Depth Dominant Color Sz Sh n in Munsell Qu Sz Cont Color b ' Bonng If Depth to unrtiny (actor in Soil licalion Rate boring # 800~~ l Pit Ground surface elev. GPDIff e Structure I Consistence, Boundary Roots _ Horizon Depth Dominant Color Redox Description Textur yr Sz Sh Btt# I u. Sz Cont. Color in Munsell ()u. t2 ('1 I / 6 (IS $ ~J c CJ elca _ c.eiN~ Bonng Depto to limiting factor n cioiu)y # Ground surface elev. ft Soil Application Rate Pit ry Roots GPD/ff Redox Description Texture Structure Consistence I Boundary ,Eff#f I •Eff#2 Horizon Depth Dominant Color Gr Sz Sh In Munsell Qu Sz Cont Color i i Fftk)ent = BC)D < 30 nxt/l aria TSS ~ 30 nx}lL Effluent #t = BOD, > 30 < 220 rng/L and TSS >30 < 150 nxt! the duc{~arunent Lit o02i-26b~3151~ur h~fhtb08~2t64~g777~ ern iurs or The Department of'Commerce i> an equal opporttmil, need material in -an alternate tbrmal, puusr! $Br}9331rre1 fN (O/W) - / Property Owner U01. Parcel ID # page Boring # Boring factor ~ In. lication Rate ~ Depth to limiting Soil a Pit Ground surface eIev ft Roots GPD/fF SZ Sri Consistence Boundary -Ef4l Eff#2 Horizon Depth Dominant Color Redox Description Texture Structure in. Munsell Qu. Sz. Cont. Color IX A Z_ i ~ ~ 5 ►~►~.-~'.r- cry ~ a &3 0~ y a c s r6/~ 7 >fly Z~ Boring Bonny # Cy fl Depth to lirniuny factor ~ 'n Soil IiCation Rate Pit Ground surface elev. Roots GPDKf Structure Consistence Boundary Ett#t Horizon Depth Dominant Color Redox Description Texture (,r Sz Sri E tt#Z n in. Munsell Qu. Sz. Cont. Color 1 0- D Y ° s~ d 3 6 ~I~~ s r lra I . l Boring n I__.J Bululg # ❑ Ground surface elev. ft. Depth to limiting factor Soil lication Rate U Pit Horizon Depth Dominant Color Redox Description Texture Gr Struct Sz ure Consistence Boundary Roots GPD/fF `Eff#1 `Eff#2 Sh in. Munsell Qu. Sz. Cont Color - I I I, I Ffthient #2 = BOD. < 30 mq/l. and TSS < 30 n4L Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mq/l The DepartMent of L Ornnlerce is, all equal opportunity service hrU\ ldcr .'I'd "'Pl`Cr 1! \11Li IICCl1 iiS-S t❑IICC to Liccess services or need material in an alternate Ramat, please contact the c1cparuneni at o08-266-?151 or f_l'Y oO8-264-8777. SUD-83311"I uI lK 07nep cc N ~ /lam 02 ~l 3a-f S c,S 3ay1 i5a-W. A PQVIL" ~ 5`/6g W a(( ate` ~4 D 6 s c►~k- ta.r~aa s:\~ toa _ 2 75( -Ojai a-zL( ASP ~ Will Heidt Soil Testing 2 W3503 hemlock Rd. Mondovi, WI 54755 Liz ~20 (715) 832-0020 d, 4b- a;Z 7 ?r 4 ~",54,a~~~3 ~~o'~