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022-1042-95-200
Wisconsin Department of s Commerce PRIVATE SEWAGE SYSTEM county: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 405127 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) 2 Permit Holder's Name: City Village X Township Parcel Tax No: En ebreth, Roge I Kinnickinnic Township 022 - 1042 -95 -200 CST BM El v: Insp. BM Elev: BM Description: r TANK I FORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS FS ELEV. Septic Benchmark ? • .1 t� eat 5��. ovo 6� Dosing Alt. B vy oo r , 03 Y- Aeration Bldg. Sewer / t. I a to S AS( Holding St/Ht Inlet o ;• 4'f St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic f Dt Bottom 4 -2 1 ? 30 $ 11 •sg 5.4�F to `� oe •S3 Dosing t t Header /Man. f-( Z� Aeration Dist. Pipe i (a 7 - t 1 2 -Sb Holding Bot. System III St Final Grade ( '% PUMP /SIPHON INFORMATION ` Manufacturer t St Cover GPM i pk v Model Number 0 / q � , � O ,� ` H Lift `� Friction Loss 1 System Head r TDH C6 Ft � \I*- G -S \ .- S -1 III. Forcemain Length Dia. 2 tt Dist. to Well b SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of TYe..&MT P11:!! No. Of Pits Inside Dia. iqui e DIMENSIONS f lL n Y ta� SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEAQHIVG ufacturer: INFORMATION CHAM Type Of System: I U Model Nu Z -1< DISTRIBUTION SYSTEM Head&M2n ifol Distribution 1 x Hole Size x Hole Spacing ant to Air Intake n Pipe(s) 1 '2 S 1/6 g ! Length Z Dia Length Dia t pacing 2 " /D SOIL COVER Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil I [] Yes r] No Yes ]No COMMENTS (Include code discrepencies, persons present, etc.) Inspec' n #1: / l) Inspection #2: Ob / Location: 1234 County Hwy J River Falls, WI 54022 (SE 1/4 NW 1/4 15 T281 R18W RR Ldt' Parcel No: 1.) Alt BM Description 2.) Bldg sewer length = ( JJ - amount of cover= *:r = IR,tZ 3. Conur = to 11 ,432 �S 3 a a n :0 „`"'�"''°st 6. a*' 12 r 9� t uar" e� +bA 6 ;,k r Owl w �u. r - n [_1 Yes K No Z a Use other side for additional information. E�4) Cert. SBD -6710 (R.3/97) C, I c, r Of • I 23 Ik Co `f Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21, Wis. Adm, Code 201 W. Washington Avc. See reverse side for instructions for completing this application PO Box 7302 i F CsQn$1n Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302 Oepertment of- Commerce s. I5.04(1)(m)J (Submit completed form to county if not . , _[Privacy Law, 3rf� I state owned. Attach complete plans to the county copy only) for the system, on paper not less than 8 -1 /2 x I 1 inches in size. �� �� ' State S�nita P t Number ❑ Chec State Plan 1. . C'E'O 1 S 7 0.2- 07 I. Application Information - Please Print all Information Location: 4 Prmope Owner Name Property Location Cie 6 ( MAY 2 4 2 002 ClA A 014, S Owner's Mailing Address Lot Number Block Number ST. CROIX COUNTY 7 ZONING OFFICE City, State Zip Code Phone Number Subdivision Name or CSM Number I 1 �c�lso W/. Sa /� 3 8� -�974 II. Type of Building: (check one) ❑city as P�` Sw �^^ ❑ village rYl or 2 Family Dwelling - No. of Bedrooms :_ �wnof ❑ Public/Commercial (describe use) :_ /7 • (1 Lr ❑ Stat weed Nearest Road Y . _ ' z t) t' I t7 ► Parcel Tax Number(s)ozj - 1 2•!?S - 71A III. T e of Permit: Check only one box on line A. Check box on line B if applicable) �• ❑Addition to A) 1, ew 2. ❑ Replacement 3. ❑ Replacement of 4. 5• Existing S stern System System Tank Only B) Permit Numbe r Date ]ssued ❑ A Sanitary Permit was previously issued , IV. Type of POWT System: (Check all that apply) -' -Ae&t- "lam L ❑ Non - pressurized In- ground Q-ffo-und ❑ Sand Filter ❑ Constructed Wetland • Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line • At- de ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dis ersal/Treatmett Area In formation: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation F 7, evation rade Required Proposed Rate (GalsJday /sq. ft.) (MinJinch) LSD 1 -1-6 - 0 S0 D SO ✓1 /! /• SZ � 3 VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Gallons Gallons Tanks Con- Con- glass New Information Existing crete structed Tanks Tanks ❑ [3 ❑ ❑ VIII. Responsibility Statement 1, the undersigned � t ree assume resnonsibili for installation of the POWTS shown on the attached Plans. i3usincss Pl;one Number Pi umbe�s N a Plumber's�Si afore (no tamp: MPZZ C ° P! bet s Address (St City, State, Zip e) /D 7 Q 4 9 _ 6 _ d , �"60kl IX. County/Department Use Onl E3 Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Iss 'ng Agent Signature (No stamps) Approved ❑ Owner Given initial Adverse Surcharge F Z 2 1 Z Determination X. Conditions of Approval /Reasons for Di sa proov `Cat�61� i o;�': _ ■ Soy / e l/aja a-6'a� -, iG; t N Sca/ ' yo I O r OPO5c..c(M o u , r , da E Z1, (o8,r 10,Y. i0 wl ;r 90 J,'sPerSQ. / eels Tevc (z /a Q.ls Gt /y 'X 1�8. S�oaeedazi, 30:" %' 'o�,;�;ces 5,paceo/�E 3,e6 - �oPosedwell 3 6Adrw i Yara9e X09 � / q sewer Eo 6e ce � r eq CoM 62.30O)I(c 2 ~ S �OR✓ - -,-- ^t A'o d Con, 6; na o, t, u�JO %oo al> 62 Co m h A-,' 5, 7-1,-0 abel�A -/� Q P ¢ ' Yuen��71tEer'af 5,7 - o(A41c i6. w *Ck-- T o •F /o S� � VCO&. CO 1zq( o � �+- mss, Li 1. 3 vice'. c� r r� pat„ -lam oY El�w. = f�• �� M - r A n _ M y w�J 1 Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TD #: (608) 264 -8777 iseonsin www. www.commerce o ns ov wiscnsin.gov Department of Commerce -- Scott McCallum, Governor Philip Edw. Albert, Secretary fir! ci. January 24, 2002 t �, CUST ID No.225036 ' 1 �, g` �. � � r "' ATTN: POWTS Inspector MICHAEL P MC DONELL ZONING OFFICE ACE SOIL & SITE EVALUATION �'�. Zt%� ST CROIX COUNTY SPIA 340 PAULSON LAKE LANE S j . _ - 1101 CARMICHAEL RD OSCEOLA WI 54020 t L ' ` ^� f �' HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 01/24/2004 Identiftcat Numbe Trausactsrn 1 D N 702070 SITE: Site ID No. 64049 Engebreth, Roger & Lee Residence Please refer to both identification numbers, 1232 Co Hwy J above, in all correspondence with the agency. Town of Kinnickinnic St Croix County SE1 /4, NWl /4, S15, T28N, R18W FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 827248 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /01) and the SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST (0 1/8 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 contingencv plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the Mound manual, and the pressure distribution component manual are complied with. A copy of this letter including instructions and information relating to proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • Access to the filter for cleaning must be provided per Comm 84.25 (7) and (8),Wis. Adm. Code product approval conditions. • Per manual sited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • Comm 83.42(8)(c). Frost Protection. All POWTS components shall be protected from freezing temperatures that could detrimentally affect component operation to provide wastewater conveyance, treatment or dispersal. Wise. Adm. Code. See Comm. 82.30(11)(c). for construction limits, methods and procedures. * ~ MICHAEL P MC DONELL Page 2 1/24/02 • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). In addition, 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. • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • 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. Stat 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 Safety & Buildings 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 to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer if, integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz@commerce.state.wi.us Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 hseonsin www.co mmerce.state.wi.us /sb www.wisconsin.gov Department of Commerce � Scott McCallum, Governor Philip Edw. Albert, Secretary January 24, 2002 CUST ID No.225036 A7TN.• POWTS Inspector MICHAEL P MC DONELL ZONING OFFICE ACE SOIL & SITE EVALUATIONS ST CROIX COUNTY SPIA 340 PAULSON LAKE LANE 1101 CARMICHAEL RD OSCEOLA WI 54020 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 01/24/2004 Identification Numbers Transaction ID No. 702070 SITE: Site ID No. 640496 Engebreth, Roger & Lee Residence Please refer to both identification numbers, 1232 Co Hwy J above, in all correspondence with the agency. Town of Kinnickinnic St Croix County SETA, NW1 /4, S15, T28N, R18W FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 827248 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /01) and the SSWMP Publication 9.6 benign of Pressure Distribution Networks for ST (0 1/8 1) M 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. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the Mound manual, and the pressure distribution component manual are complied with. A copy of this letter including instructions and information relating to proper use and maintenance of the system must be given to the Fj owner and each subsequent owner upon completion of the project. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs..NR 811 & 812c • Access to the filter for cleaning must be provided per Comm 84.25 (7) and (8),Wis. Adm. Code product approval conditions. • Per manual sited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • Comm 83.42(8)(c). Frost Protection. All POWTS components shall be protected from freezing temperatures that could detrimentally affect component operation to provide wastewater conveyance, treatment or dispersal. Wisc. Adm. Code. See Comm. 82.30(11)(c). for construction limits, methods and procedures. e MICHAEL P MC DONELL Page 2 1/24/02 • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). In addition, 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. • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. Comm 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • 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. Stat 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/instal lation/operation. In granting this approval the Division of Safety & Buildings 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 to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 ` Charles L Bratz POWTS Reviewer lI , Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz@commerce.state.wi.us S `s MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Roger & Lee Engebreth 3 bedroom residential mound Owner's Name: John & Lois Bradley Owner's Address: 1232 Co. Hwy. J River Falls, WI 54022 Legal Description: SE1 /4NW1/4, Sec.15, T.28N., R.18W. Township: Kinnickinnic n County: St. Croix V " ii Subdivision Name: Proposed CSM Gw Lot Number: unknown Block Number: na Parcel I.D. Number: 022- 1042 - 95-000 Plan Transaction No.: v 0 /40 - Page 1 Index and title Page 2 Data entry Page 3 Mound drawings �G Page 4 Lateral and dose tank Page 5 System maintenance specifications A D� Page 6 Management and contingency plan Page 7 Pump curve and specifications DFPWMF Page 8 Site Plan Page 9 Soil Evaluation Report SEE CORRL Designer: Mike McDonell License Number: 225036 Date: 01/09/02 sn Phone Number: 715 - 386 -8692 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.0 (03/01/01) Page 1 of 9 I . , Mound and Pressure Distribution Component Design` Design Worksheet Site Information' (r or c) R Residential or Commercial Design Note: Sand till (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 8344 -3 in -situ soil treatment for fecal 0 1.50 Peaking Factor (e.g. 1.5 = 150%) <- colifonm of - 36 inches.: 450.00 Design Flow (gpd) 9.00 Site Slope ( %) 110.82 Contour Line Elevation (ft) 24.00 Depth to Limiting Factor (in) 0.50 In -situ Soil Application Rate (gpd/ft Distribution Cell Information 90.001 Dispersal Cell Length Along Contour (ft) = 5.00 Cell. Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/W) 1 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest Poln t in the distribution F Y Pressure Disribution Information network? Enter or N (c or e) a Center or End Manifold 2.50 Lateral Spacing (ft) If N above, enter the elevation ft 2 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) (e.g. 0.25) 3.00 Estimated Orifice Spacing (ft) = 7.50 fe /orifice 2.00 Forcemain Diameter (in) 50.00 Forcemain Length (ft) Does the forcemain drain back? Y 97.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 8.16 Forcemain Drainback (gal) 14.49 Vertical Lift (ft) 81.16 5x Void Volume (gal) ; 0.68 Friction Loss (ft) 89.31 Minimum Dose Volume (gal) 21.66 Total Dynamic Head (ft) 24.72 System Demand (gpm) 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 603.36 Total Tank Capacity (gal) WLP1000 Septic Tank Capacity (gal) 36.00 Total Working Liquid Depth (in) Wieser Concrete Manufacturer 16.76 gal /in (enter result in cell B49) Dose Tank Information Eff luent Fi lter Information 603.361 Dose Tank Capacity (gal) lZabel Filter Manufacturer 16.761 Dose Tank Volume (gal /in) IA100 Filter Model Number Wieser Concrete Manufacturer Project: Roger & Lee Engebreth 3 bedroom residential mound Page 2 of 9 I Mound Plan View 1 J Observation Pipe W ............................... ............ L Mound Component Dimensions Al 5.00 ft E 17.40 in H 1.00 ft K Aft ft B 90 ft F 9.50 in 1 11.27 ft L ft D 2.00 i G 0.50 ft J 5.41 ft W 450.00 (ft Dispersal Cell Area 1464.04 (ft Basal Area Available 5.00 (gpd/ft) Linear Loading Rate 9.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 113.61 (ft) .rrr rri�.. G H � �::irrrrrr z rf,rfrr:.. I F Dispersal Cell 112.32 ( ft) Lateral 111.82 (ft) — Invert Dispersal Cell Elevation E D • {� ' 4 110.82 (ft) Contour Elevation 9.0 % Site Slope Geotextile Fabric Cover Shading Key CL — T Dispersal Cell See lateral details on �• 1.5 ft 10 —Topsoil Cap Page 4 for number, c � s . ��. � + . F ;� ::.asstl.. © f {•f Subsoil Cap ?;(r; j »Y :. size, and spacing of ASTM C33 Sand F laterals. Laterals are T cal Lateral Tilled Layer 0.5 ft '.,, y?! •_,, ,• •• •• equally spaced from Q Aggregate � o '; °::is;r: °: ;�° :r .. the distribution cell's -- A --� centerline in the distribution cell (AxB). Project: Roger & Lee Engebreth 3 bedroom residential mound Page 3 of 9 L End Connection Lateral Layout Diagram Laterals centered over the A & 8 dimension r = Turn -up vrf ball valve or olasnoutplug P All laterals are identical if X-3I Holes drilled on the bottom of the lateral S equally spaced Force main connection via tee or cross to manifold at any point. Laterals & force main of PVC Sch 40 (per CONW Table 84.30 -5) Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 3.05 ft Lateral Length (P) 88.45 ft Orifices per Lateral 30 Lateral Spacing (S) 2.50 ft Orifice Density 7.50 ft /orifice Lateral Flow Rate 12.36 gpm Manifold Length 2.50 ft System Flow Rate 24.72 gpm Manifold Diameter 1.50 in Total Dynamic Head 21.66 ft Forcemain Velocity 2.52 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 F— Aftemate outlet location Forcemain diameter Wieser Concrete Manufacturer 2 in. Capacityl 603.36 Gallons Volume 16.76 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 18.53 310.61 C B 2.00 33.52 4 Pump off e levation (ft) C 5.47 91.63 � 1 97.83 D 10.0 167.60 D To 36.00 603.36 Dose tank elevation (ft) 3" Bedding un er tank. � 97.00 Alarm Manuafacturer LevelAr Alarm Model Number DLV _ __ 7' Pump Manufacturer Zoell Pump Model Number 137 — ,� J Pump Must Deliver I 24.72 gpm at 21.66 ft TDH Project: Roger & Lee Engebreth 3 bedroom residential mound Page 4 of 9 • Mound System Maintenance and Operation Specifications Service Provider's Name J. Thompson, PO INSP.#4819 Phone 715 - 248 -3271 POWTS Regulators 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 ted Flow - Average 300 Estimated g gpd Maximum BOD5 220 mg/L Septic Tank Capacity ILP1 000 /6 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 fl? Maximum FOG 30 mg/L Type of Wastewater 1 Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and see a once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight 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 F inished • .............. ................ Grade 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: Roger & Lee Engebreth 3 bedroom residential mound Page 5 of 9 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) and SSWMP Publication 9.6 (01/81)] 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, Stags. 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 fitter shall be cleaned as necessary to ensure proper operation. The finer 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, N 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 fitter 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 sail compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Coll 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 10' cfu/100 mL for highly treated effluent. Influent flaw may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing pant 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 banal 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 K this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Roger & Lee Engebreth 3 bedroom residential mound Page 6 of 9 HEAD/CAPACITY CURVE EFFLUENT and DEWATERING WARNING: Model 185/4185 should not be subjected to less than 30 feet TD11. TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE !)1 1! 1 /01/1/0_ _t {14 Lt Gal. Lm . G 1. 1.1- Cal l," Cal, US Cal Los Gal. LUR G.I. Lts Cal Li,� Gl� Lb, Cal Lt, G,l Lft. C,1, L., G.1 L01 Gal 14 0 29 loi 43 ill 12 213 13 332 14 1$4 106 401 it 71 61 131 $1 220 !SS $47 is$ 54 1 S V6 42 -4 1 0 13.2 so zi It 11 Ill 61 ?it 71 300 10 W too 311 it Ill 1,1 111 56 229 146 At Ill 472 1f 170 1.) — 11 - is 67 9 r 45 jig 64 24l 13 J14 11 _10 1, a m 142 ' 11 165 S 110 Zo 11.10 2.5 1 25 11 36 134 13 23 It 34 59 213 60 22; 58 220 136 M 140 ;Jo 5 120 40 25 1,12 1 30 63 238 14 260 Sr Ill 51 217 _51 229 128 444 137_ 547 4S _170 to 1 14 $3 201 65 244 SS 2111 $4 lit SO 140 it UQ 121 4114 127 ail IS 170 40 1 - L19 I lial 16 17 a6 46 172 55 101 75 261 _54 no lot 191 1 14 4 3 1 I f 170 36 50 1 sIA, 2 1 k 1 125 $1 111 ill 219 5$ 229 io AI too 11 1 1 10 t 0 . 21 Is 57 43 16 A 136 54 220 11 211 IS S2 1 5 179 70 21.14 )G 114 1 0 39 $2 191 sl 19) 70 20 1 s — 170 6 191 to Ku 14 SJ 45 170 _ 26 . - - 106 _ $4 20A 45 170 So i7�1 J2 121 2 1 37 1 lo Is 11 too - — ——. --- --- - — - - - --- --- ---- -- — — — — - — -- -- --- 16 64 21 7) 10 34 — 110 - — — — 30,46 — --- -- -- ---, --- — --- , % -- — — — Ill I o— 20 A 33 )0 1" 52 105 Lab 100 W 46' 56' ir r I 90-- 20 — 85— 4 1 2 416 --- 75 22 70— 20 — 65 60- 163, E —� 4189 416,3 55 50 — 5 40 — — -- -- 140 188, , 40 ,3 0 E' - 5 139 4185 TD -- 7 – 77 — 1 20 'V 4 %9 1 13 139 4 4 2 53,55 98 161, 57,59 1 4 161 — — OL aaaaaaaaaaaa C) 1 30 401 - - 50 601 70 80 1 90 100 �11L 1 20 1 0 1 40 1 50 - 1 (j) FS 8 160 240 320 400 480 560 640 J FLOW PER MINUIE 08 9 22 Zg-p-ln, min , k 7'm 6 lnzie d. Mote: For Head C apacity on Model 112, industrial ustrial Inin-explosion pr000f punt[), see FMO219. 7o� E /er/a Mort �� c !! Sat IV Pro PbSc_d /Y/ou n d a ,L /, (a8X /ob'. /O W16 X 90 d, / Cell. 7 (4) /a Ze,-4Js Gt !y ";r bB• vS Spaced a.,-J 30:' % "o�� 'ces 5,oaeeolaE 3,as' 5y pro�osc.d � Y` Li Propoe -ol,jc 3 b�i�co i 4arafe 0.0 rcS;de„Ct, 8y 109,1 du; ld,�q 5cwe� Eo b D�` "C- f b;ed /nsu /a, cd a s `a: � l "S �0 R ✓. C . �o/'c c iK4 � n -- –� r Comm. ' 92, 30 (f)(C - ) — b 62 � pro po5e.d tom b.'�ct �; on /, c� /moo a.0 �p e4'�'luent �'; Jferaf 5,T occ -elf L� . E e-uy – Yyto -r T o c lob QK cf-) Ice il'aL. KI T� ! (/jo 4 G tai I n 7(�u Ch e ✓�/ 1 ,0, v�p r r� a - , 1489 1'lisconsin Department of Commerce SOIL EVALUATION REPORT Page _1 of _ 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8%: x 11 inches in size. Plan must County St. Croix include, tut not limited to: vertical and horizontal reference point (BM), direction and - -- - -- - - - -- - - - -- -- - - percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I. D. 022- 104 -95 -00 0, ID # 15 .28 .18.232A Please print all information. Reviewed By Date Persx ai intormation you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). roperty Owner Property Location John & Lois Bradley Govt. Lot SE 1/4 NW 1/4 S 15 T 28 N R Ik W [ r operty Owner's Mailing Address Lot # ock # Subd. Name or CSM# '{ 1232 Co. Hwy. J 1 Pro p osed CSN1 ity State Zip Code Phone Number City "44 j Village ✓j 1 own Nearest Road a ver i alts l WI 54022 i 715 -425 -5854 Kinnickinnic County Hwy. J `�i New Consrruction Use: 01 Residential / Number of bedrooms _ 3 Code derived design flow rate 450 -- GPD J Replacement 4j Public or commercial - Describe: parent matefial Glacial drift over weathered limestone bedrock. Flood plain elevation, if applicable na iSeneral comiments and recommendations: S }stem elev. = 111.82' at 12" above 110.82' contour. - 1 Boring # L Boring - -✓ Pit Ground Surface elev. -- 107.03_ ft. Depth to limiting factor _-- 24 —_in• Scil Application Rate horizon Death Dominant Color Redox Description Texture Structure Consistence Boundary Roots _ GPDIft` __ *Eff#1 Eff#2 0-11 j 1Uyr3 /2 i none sl 2fsbk { mvfr cs - 2fm,lc 0.5 0.9 2 11-18 10 r4 /4 none 9 �- - _ - sl 2msbk mvfr s 2f,lm 0.5 0.9 j 3 18-24 10yr4/6 none sl 2msbk rnfr cw 1fm 0.5 0.9 I 4 24-42 10yr4/6 f2f 7 5yr4/6 sl 1csbk rnfr - 1f,vf 0.4 0.6 5 42 -48 10yfi /2 none LSBR Om l na - na -- -- - 0,0 0.0 -- � I � H#4 consists of sl colluvial materials containing <50 °T1 /2 "- 2" limestone fragements. i L I Boring # J Boring 0 Pit Ground Surface elev. — 106_54 . ft. Depth to limiting factor - _ - -. 42 __ in• Soil Application Rate orizon Depth i Dominant Color Redox Description I Texture Structure Consistence j Boundary Roots GPD_I(t' "Eff#1 Efftt2 1 0 -18 10yr3 /2 none j sit 2fsbk j mvfr I cw 2fm,1c 0.5 0.8 - -- -y --- -- -{ - -- -- -- - -- I — fsl_ 2msbk - - -- -- _ .5 .9 2 18-29 10 r3/3 none ds I - cw 1 0 0 i - - _ _ - - _ - 3 29 42 10yr4/4 i none fsl 2msbk ds cw 1I'M j 0.5 0.9 4 42 -46 - - - 10 r4/6 - ..- - - -f2f 7.5 r4/6 -- sl - - I 2msbk - _ - j I Y I, Y � dsh aw 1f 0.5 0.9 5 46 -56 7.5yr4/6 I f2f 5yr5/8 Is I 1 msbk ds ai 1 f 0.7 1.2 6 56 78 1Uyr6 /2 none sl - -Om _ dsh _. -.r. --- _--- .1 - - -- -� 0.3 0.5 H#6 consists of fsI WVW - n erials containing <50% 1/2" - 2" limestone fragements. Effluent #1 = BOD 5 > 30 <_ 220 mg /L and TS >30 < 150 mg/L uent #2 = B0D <30 mg/L and TSS <30 mg /L ( CST Name (P Case Print) Si nature: CST Number James K. Thompson r 3602 - - - -- ------------- - - - - -- - -- - AJdress A.C.E. Soil & Site Evaluations to Evaluation Conducted Telephone Nurnuer 340 Paulson Lake Lane, Osceola, WI 54020 10/27101 715 248 - 7767 property owner John & Lois bradley _ _ Parcel ID# 022- 1042 -95 -000 ID# Page _ 2_ of 3 3 Boring # J Boring _ ✓j Pit Ground Surface elev. - 104.51 ft. Depth to limiting factor 46" __ in. Soil Application Rate l Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rcots i_ _ _ _. _GPDIIt?_ 'Eff #1 'Eff#2 y — - - - -- - non - - -- - sit - -- sbk - - -- -- -- -- 0.5 0.8 1 0 -22 10 r2/1 none stl 2fsbk mvfr cw 2fm,1c . 2 22 -34 10yr3/3 none sil 2msbk ds cw 1fm 0.5 0.8 - - - - - - -- - ----- - - - - -i ds _ cw� 1 f,vf 0.5 0.9 3 34 - 46 10yr414 none sl 2msbk --- -- - - - - -- - ---- ---- - - -- 1f U.5 0.9 ___ - - -- - -- --- - - - - -- y - - - - - -- - -- Y �._. dsh aw — I - - - - -- - -- - - - - - -- 4 46 -53 10 r4/6 f2f 7.5 r4/6 sl 2msbk I 5 53 -62 7.5yr4/6 f2f5yr5 /8 Is Imsbk d ai 1f 0.7 - 12 3 62 -80 10 r6 /2 none sl Om_ dsh - -_! - - C 0_5 H#6 consists of fsl colluvial materials containing <50% 1/2" - 2' limestone fra 4 I Boring # 11 Boring - -- - ��JJ ✓� Pit Ground Surface elev.. _ _110,85 ___ ft . Depth to limiting factor q2- in. So Application Rate Honzor Depth Dominant Color Redox Description Texture Structure i Consistence Boundary Roots GPDIfi`__ *Eff #1 'Eff#2 1 0-18 - 10yr2l1 - - - none sl 2fsbk mvfr cw_� - 2frn 0.5 0.9 2 18 -24 1Oyr3/3 none --- - sl - -- 2msbk -- mvfr cw 2fm 1c 0.5 0.9 3 24 -34 1Oyr5/4 none sl 2msbk mfr cw 2frn 1c 0.5 0.9 4 34 -42 1Oyr5/4 none fsl 1msbk dsh aw„ 2frn 0.4 - 0_6 5 42-58 10yi6 /2 - _ none L_S.B R. Om dh if 0.0 - 0.0 - j H #5 consists of fsl coiluvial materials containing >50% 1/2" - 2" limestone fragements. Voids between L.S fragements filled with Om IOyl fsl. 5 Boring # ' Boring I �✓ Pit Ground Surface elev. _ _ 110_82 ___ ft. Depth to limiting factor 4 in. Soil Application Rate Horizon Depti i Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'Eff4l •Eff#2 9 10 r2/1 non sil 2fsbk mvir I cw 2fm,1c 0.5 0.8 j 2 - i 19 -27 1Oyr3/3 none sil 2msbk Os cw Ifin 0.5 0.8 - - ----- - - - - -- 3 2745 1Oyr414 . none sil 2msbk cs cw 1f,vf 0.5 0 4 j 45 -62 1 Oyr514 f2f 5yr5/8 sil 1 msbk dsh aw 1 If 0.2 0.3 j Effluent #1 = BCD 5 > 30 < 220 mg /L and TSS >30 < 150 mg/L • Effluent !r2 = BCD < 30 mg /L and TSS < 30 mg /L Fhe Dep =rent of Commerce is an equal opportunity service; provider artd employer. If you neej assistance to access sen'ices or need material u1 an �dternate format, please contact the duvartment at 608- 266 -3151 or'FTY 608 -264 -8777. 63 6 co, ;L Qc. uo m . - � 12� ✓fir" / -c ,S l.c� � . 0— r 0 OY Oyc Etwit I8 n, _ m 1489 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8'% ' ize. Plan must County St. Croix include, but not limited to: vertical and horizon er"get M . ' and - -- — percent slope, scale or dimemsions, north ';a ; lneatiararW Ais nce p nearest road. Parcel I.D. 022- 1042- 95 -000, ID #15.28.18.232A Please print ll,I ibirmatiai� Reviewed By Date Personal information you provide may t> sedf�r secondaij acy Law, s. 15.(�t (1) (m)). `L 2 Property Owner g .. Pro*ty Location r John & Lois Bradley L i, 7 Gouf.iLot SE 1/4 NW 19 S 15 T 28 N R 18 W bd. Name or CSM# Property Owner's Mailing Address $T CfOX Lot*Block # Su 1232 Co. H wy. J ' 1 Propose CSM City State Zl . one umber City �j Village a Town Nearest Road River Falls WI 54 _ 7 =425 5$54 , Kinnickinnic County Hwy. J c New Construction Use: 01 Residential / Number of bedrooms 3 — Code derived design flow rate 450 GPD Replacement _ I Public or commercial - Describe. Parent material Glacial drift over weathered limestone b Flood plain elevation, if applicable na General comments and recommendations: System elev. = 111.82' at 12" above 110.82' contour. P] Boring # �j Boring +6 Pit Ground Surface elev. 107.03 ft. Depth to limiting factor 24" in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft= *Eff#1 *Eff#2 1 0 -11 1Oyr3/2 none sl 2fsbk mvfr cs 2fm,lc 0.5 0.9 2 11 -18 1Oyr4/4 none sl 2msbk mvfr gs 2f,1m 0.5 0.9 3 18 -24 1Oyr4/6 none sl 2msbk mfr cw 1fm 0.5 0.9 4 2-42 1 Oyr4 /6 f2f 7.5yr4/6 sl 1 csbk mfr - 1 f,vf 0.4 0.6 5 42-48 1Oyr6 /2 none LSBR Om na na - 0.0 0.0 I H#4 consists of sl colluvial materials containing <50% 1/2" - 2" limestone fragements. F2 ] �j Boring 0 Pit Ground Surface elev. _ 106.54 ft. Depth to limiting factor 42" in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft= *Eff#1 *Eff#2 1 0 -18 1Oyr3/2 none sil 2fsbk mvfr cw 2fm,1c 0.5 0.8 2 18 - 29 1 Oy13/3 none fsl 2msbk ds cw 1 fm 0.5 0.9 3 29-42 1Oyr4/4 none fsl 2msbk ds cw 1f,vf 0.5 0.9 4 4 2-46 1Oyr4/6 f2f 7.5yr4/6 sl 2msbk dsh aw if 0.5 0.9 5 46 -56 7.5yr4/6 f2f 5yr5/8 Is 1 msbk ds ai 1 f 0.7 1.2 6 56 -78 1Oyr none sl Om dsh - - 0.3 0.5 - H#6 consists of fsl erials containing <50% 1/2" - 2" limestone fragements. * Effluent #1 = BOD 5 > 30 < 220 mg/L and T4 >30 < 50 mg/L * uen = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) S' ure: CST Number J ames K. Thomp 3602 Address A.C.E. Sal & Site Evaluations a Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 10/27/01 715- 248 -7767 r property owner John & Lois Bradley parcel ID # 022 - 1042 -95 -000, ID# Page 2 of 3 F Bori ] ng # � Boring - 16 Pit Ground Surface elev. 104.51 ft. Depth to limiting factor 46" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDr *Eff#1 *Eff#2 1 0 -22 1Oyr2/1 none sit 2fsbk mvfr cw 2fm,1c 0.5 0.8 2 22 -34 1Oyr3/3 none sil 2msbk ds cw 1 f 0.5 0.8 3 34-46 1Oyr4/4 none sl 2msbk ds cw 1f,vf 0.5 0.9 4 46 -53 1Oyr4/6 f 7.5yr4/ si 2msbk dsh aw If 0.5 0.9 5 53-62 7.5yr4/6 f2f 5yr5/8 Is 1 msbk ds ai 1 f 0.7 1.2 6 62 -80 1Oyr6 /2 none sl Om dsh - - 0.3 0.5 H#6 consists of fsl colluvial materials containing <50% 1/7'- 2" limestone fragements. 4] goring # Boring Pit Ground Surface env. 110.85 ft. Depth to limiting factor 4 2 - in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM *Eff#1 *Eff#2 1 0 -18 1Oyr2/1 none sl 2fsbk mvfr cw 2fm 0.5 0.9 2 18 -24 10yr313 none sl 2msbk mvfr Cw 2fm,1c 0.5 0.9 3 24 -34 1Oyr5/4 none sl 2msbk mfr cw 2fm,1c 0.5 0.9 4 34-42 1 Oyr5 /4 none fsl 1 msbk dsh aw 2fm 0.4 0.6 5 42 -58 1Oyr6 /2 none L.S.B.R. Om dh - 1f 0.0 0.0 H#5 consists of fsl colluvial materials containing >50% 1/2" - 2" limestone fragements. Voids between L.S fragements filled with Om 10yr5/4 fsl. F -5 � Boring # � Boring Ild Pit Ground Surface elev. 110.82 ft. Depth to limiting factor 45G in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rats *Eff#1 *Eff#2 1 0 -19 1Oyr2/1 none sil 2fsbk mvfr cw 2fm,1c 0.5 0.8 2 19 -27 1Oyr3/3 none sil 2msbk ds cw 1fm 0.5 0.8 3 27-45 1Oyr4/4 none sil 2msbk ds Cw 1f,vf 0.5 0.8 4 45-62 1Oyr5/4 f2f 5yr5/8 sil 1msbk dsh aw if 0.2 0.3 * Effluent #1 = BOD s> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD <30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the devartment at 608 - 266 -3151 or TTY 608 - 264 -8777. r A' t; N s � ON 1 1 0, 0 7 - A /CF 1 efi� fie, ►�.r� To o .F / off 5 �f'e. ■ J� 83 col 1 �o� M Ice Cs ✓oL �l, P . 99/ � CI ' ��yc 69. Li I r Top of %z" or'anye. _ m Co. Y MAY -,31 -2002 06:59 RM A.C.E. Soil & SiLe E"cL1. 715 248 7764 P.01 A � �S40Plwrl�w I�reL�. ("a) "84M To: Kevin Grabow fax # � 715 -38 646$6 From: _Jim Thompson Date: _,, May 31, 2002 # pages including cover sheaf: 5 If facsimile is incomplete or illegible, please eontsct Jim Thompson at telephone number listed above. Kevin: Attached is the soil erosion control plan Rw the Roger Engebreth residential building project. This site shouldn't be a concern. It is located approx. 3/4 of a mile from the Kitmi. River and will not be open for very long. T'll send you a hard copy for your files. Please give me a call ifyou have any questions. Th i .._ • A l � s . ■■■■ ■■■■■■■■■■ ■w■■■■■■r■■■■w■■■■■■■ ■■■ ■■■■■■■■■■ ■■■■■w■■■■■■■■■■■■■■■ ■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ -. . ■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■ • - • ■w ■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■w ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■r ■ ■ ■ ■ ■ ■ ■ ■■ ■mo ■■ • ■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ME mmoommon mommommommommommom ■■■■ ■■ ■■ ■ ■■■■■■■■■■r ■■■■■■■■ ■■wm ■■■ iiiiiiiiiiiiii ■iiiiiii ■ir�i ■ ■■■■ ■■ ■■■■■■■■■■■ ■ ■ ■ ■■■■■■■■■■ ■ ■ ■ ■■ MAY X31 -2002 07:00 AM A.C.E. S a i l & Site Ea-ta l . 715 248 7764 P.03 f eotce- � SOS/ Q,d�am�e►'+ P; t '+� � • EJula�i�n -6 6e su-dsd L oi-Mi„ ic days Wet bast., l: e. RA[y S VIII ss. 46 , "t sma Pf �•,� kdtd ``" ' ;� �Dd. S cr�+P Pro�scd 68 X /OP. ro'&V6 `.' to r Irlau.., d a 6 Z/• be ;� /O e � � �, d Yprrs� /ec /� Ti.�c (� lames a �j_os• 3a da cyetss (,r used•& �� etd n.d 9a. 1'!r ori�GCf S� °a S /Vp c pr, 6D L to Pr• pos �+ � s .}+;/ell 3 ��� gan►'a �� 0.0 re %.Jf.w�,C. 109 p Qp- �.�u. i /nom /a as C-4 4 Re'•C. ref 0 e ;A C orn ^, g2. o ff ' = d� �b, 14e ostd G'err b..� ..�. /, aoo�GOe cD P e .• E, i CD vr P iiar �L7 CG.iS�t�ta tt f A' Ale ¢' Cu�en >� ill.�i� ✓il�o�, ,L 2;,�. -• ads �, 0. C LL 8, r4, ; -r of V MakaS Prpf- patn cd Or Ale Ele'Le : Pe. I q. MAY;31 -2002 07:00 AM R.C.E. Soil & Site EVQ1. 715 248 7764 P.04 1 m EROSION CONTROL PLAN CHECKLIST �Q { Check (✓) appropriate boxes below, and complete the site diagram . F. Q with necessary Information, Z Site Characteristics North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways, ❑ Location of existing drainageways, streams, rivers, lakes, wetlands or wells. Location of storm sewer inlets. Location of existing and proposed buildings and paved areas. The disturbed area on the lot. Approximate gradient and direction of slopes before grading operations. Approximate gradient and direction of slopes after grading operations. :a} f . Q Overland runoff (sheet flow) coming onto the site from adjacent areas. Erosion Control Practices a� ❑ Location of temporary soil storage piles. Note: Soil storage piles should be placed behind a sediment fence, a 10 foot wide 9 vegetative strip, or should be covered with a tarp or more than 25 feet from any downslope road or drainageway. Location of access drive(s). Note: Access drive should have 2 to 3 inch aggregate stone laid at least 7 feet wide i and 6 inches thick. Drives should extend from the roadway SO feet or to the ;.` house foundation (whichever is less)_ ❑ Location of sediment controls (filter fabric fence, straw bale fence or 10 -foot -wide vegetative strip) that will prevent eroded soil from leaving the site. f Location of sediment barriers around on -site storm sewer inlets. a g� Location of diversions. Note: Although not specifically required by code, it is recommended that concen- trated flow (drainageways) be diverted (re- directed) around disturbed areas - Overland runoff (sheet flow)from adjacent areas greater than 10,000 sq, ft, should also be diverted around disturbed areas. Location of practices that will be applied to control erosion on steep slopes (greater than 12% grade). Note: Such practices include maintaining existing vegetation, placement of additional sediment fences, diversions, and re- vegetation by sodding or seeding with use of erosion control mats. (1 Location of practices that will control erosion on areas of concentrated runoff flow. Note. Unstablllzed drainageways, ditches, diversions, and inlets should be protected from erosion through use of such practices as In- channel fabric or straw bale barriers, erosion control mats, staked sod, and rock rip -rap. When used, a given in- channel barrier should not receive drainage from more than two acres of unpaved area, or one acre of paved area. In- channel practices should not be installed in perennial streams (streams with year round flow). ❑ Location of other planned practices not already noted. MAY-,31 -2002 07:01 AM A.C.E. Soil & Site Eual. 715 248 7764 P.05 W .J m Indicate mane ement strata by checking (✓) the appropriate box. 4 � 9 9Y a Z Management Strategies Q Temporary stabilization of disturbed areas. Note: It is recommended that disturbed areas and soli piles left Inactive for extended M ' periods of time be stabilized by seeding (between April 1 and September 15), or by other cover, such as tarping or mulching. Permanent stabilization of site by re- vegetation or other means as soon as possible (lawn establishment). 1 ' 0 Indicate re- vegetation method: [;'Seed CI Sod Q Other • Expected date of permanent re- vegetation; >t . 30,A602 • Re- vegetation responsibility of: Q Builder pMwner /Buyer M a a Is temporary seeding or mulching pla ed if site is not seeded by Aw Sept. 15 or sodded by Nov. 15? 0 es ❑ No Q Use of downspout and /or sump pump outlet extensions. Note: It is recommended that flow from downspouts and sump pump outlets be routed through plastic drainage pipe to stable areas such as established sod or pavement. Trapping sediment during de- watering operations. Note: Sediment -laden discharge water from pumping operations should be ponded behind a sediment barrier until most of the sediment settles out. I w Proper disposal of building material waste so that pollutants and debris are not carried off - site by wind or water. Maintenance of erosion control practices. Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half the height o f the barrier. • Breaks and gaps in sediment fences and barriers will be repaired Imme- diately. Decomposing straw bales will be replaced (typical bale life is three months). All sediment that moves off -site due to construction activity will be t cleaned up before the end of the same workday. =p"w All sediment that moves off -site due to storm events will be cleaned up before the end of the next workday. Access drives will be maintained throughout construction. 3„ All Installed erosion control practices will be maintained until the n disturbed areas they protect are stabilized. For more assistance on plan preparation, refer to the Wisconsin Uniform Dwelling Code, the DNR Wisconsin Construction Site Best Management Handbook, and UW— Extension publication Erosion Control for Home Builders. The Wisconsin Uniform Dwelling Code and the Wisconsin Construction Site Best Management Handbook are available through the State of Wisconsin Document Sales, (608) 266 -3558. Erosiofl Control for Home Builders (GWQ001) can be ordered through Extension Publications, (608) 262 - 3346 of the Department of Commerce, (608) 267.4405. MAY,31 -2002 07:02 AM A.C.E. Soil & Size E"al. 715 245 7764 P.06 EROSION CONTROL REGULATIONS Erosion control and stormwater regulations can be complex. Local, state and, in some cases, federal regulations may apply. Before construction make sure you have the appropriate permits. LOCAL ORDINA►l�I��.S.:,:..:.. .< .:....: .:... ....... .:. >.,...tn >< ���.:... " iW,<E >;� ~a. °a.... :..; .: Check with your county, city, village, or town for any local erosion control ordinances including shoreland zoning require ments. Except for new 1- & 2- family dwellings, local ordinances may be more strict than state regulations, They may also require erosion control on construction projects not affected by state or federal regulations. .. :.......... �}jF�: 111!11?t ri UNIFORM DV11►ELll.l�lt CONTROLS REQUIRED FOR MORE INFORMATION, CONTACT: • Silt fences, straw bales, or other approved perimeter • Local building Inspector measures along downslope sides and side slopes. a Department of Commerce, Safety and Buildings Division, • Access drive. P.O. Box 7969, Madison, Wis. 53707, (608) 266 -2128. • Straw bales, filter fabric fences or other barriers to protect on -site sewer Inlets. • Additional controls if needed for steep slopes or other special conditions. StORMWATER .PERRiriT (IDEPT. OP N'� TIJ tAL R CONTROLS REQUIRED FOR MORE INFORMATION, CONTACT • Erosion control measures specified in the Wisconsin 9 Department of Natural Resources, Storm Water Permits, Construction Site Best Management Practice Handbook. P.O. 7921, Madison, WI 53707 -7921, (608) 266 -7078. • Measures to control storm water after construction. This publication is available from county UWE.xtension offices or from Extension Publications, 45 N. Charter St., Madison, WI 53715. (608) 262 -3346 or toll -free (877) 947 -7827, A publication of the University of Wisconsin— Extension in cooperation with the Wisconsin Department of Natural Resources, 01 999 by the Board of Regents of the University of Wisconsin System, Send inquiries about copyright permission to: Director, Cooperative Extension Publications, 201 Hiram Smith Hall, 1545 Observatory Pr., Madison, wi 53706, University of Wisconsin - Extension is an EEO /Affirmative Action employer and provides equal opportunities in employment and programming, including Title IX and ADA requirements. GWQOOIA Standard Erosion Control Ilan for 1 & 2 Family Dwelling Construction Sites DNR WT- 458 -96 R- 02- 02- 2M -10 -S Fdl tmg n,M.loirynDy the F_i(o , „nen4 1 R- ,y Center,unwe/y I&A- Fenian. t VWYCWop•wr ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer o Mailing Address 9't'7 1& , Property Address 123 4 (Verification required from Planning Department for new construction) City /State l� <</Qr S GD( Parcel Identification Number 022— 10e z - ,f Z� LEGAL DESCRIPTION Property Location J�� '/4, 1� � ' / <, Sec. T N -R W, Town of (f i iC Subdivision 44 , Lot # �- Certified Survey Map # (P7776 z - , Volume e6 , Page # �zZ$f Warranty Deed # Volume 98 , Page # Spec house F-1 yes 2 Lot lines identifiable 2 O no SYSTEM MAINTENANCE 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. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a maser 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 staring that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. Sld.NAT&E OF APPLICXNT DATE OWNER CERTIFICATION 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 ab , by virtue of a warranty deed recorded in Register of Deeds Office. �T Y/ O 2. SIGNATTRE OF APPLICANT DATE * * * * * * Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * `* ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed i U 1888P 3y5 STATE BAR OF WISCONSIN FORM 1 - 1189 IS 7 6 6 6 7 Document Number WARRANTY DEED REGISTER OFD DS ST, CROIX CO., W1 Thls Deed, made between Agronomics. Inc„ a Wisconsin RECEIVED FOR RECORD Corporation Grantor, and Roger M. Enaebreth and Lee C 0 5 - 10 -2002 2 :30 P8 Enaebreth as tenants in common Grantee. Grantor, for a valuable consideration, conveys and warrants to WAR WAITY Grantee the following described real estate in St. Croix County, State EXBP GEED 15 of Wisconsin (the "Property") (if more space is needed, please attach REC FEE: 11.00 addendum): TRANS FEE: A parcel of land located in part of the Southeast Quarter of the COPY FEE: Northwest Quarter (SE '/. of NW % .- ) of Section Fifteen (15), PAGES FEE: 1 Township Twenty -eight (28 N Range Eighteen (18) West, more fully Gc rlbed as t Two of Certified Survey Map recorded o y 1, 200 in Volume 16 CSM Page 4288 as d ocument nr 677762. Recording Area Name and Return Address ROBERTJ. MCHARDSON S233 McKay Ave. P.O. Box 399 ? Spring Valley, WI 54767 Together with all appurtenant rights, title and interests. Part of 022 - 1042 -95 -000 Parcel Identification Number (PIN) This is not homestead property is nt) Grantor warrants that the title to the Property is good, indefeasible in ee simple and free and clear of encumbrances except all easements, restrictions and rights of way of record. Dated this x 8th day of May ' 2002 Roger M. Engeb th, President Lois G. Bradley, Secretary AUTHENTICATION ACKNOWLEDGMENT Signatures Roger M. Engebreth and STATE OF Lois G. Bradley )as ) authen' d 8th day of _May 2002 County r Personally came before me day of the above named R bert J. Richardson TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Stets.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY ROBERT J. RICHARDSON, Attorney at Law SPRING VALLEY, WI 54767 Notary Public, State of . (Signatures may be authenticated Or acknowledged. Both are not necessary.) My Commission is permanent (If not, state expiration date. ) Names of persons signing in any Capacity must be typed or printed below their signature. Information Professionals Co., Fond du Lac, WI STATE eAR OF WISCONSIN WARRANTY DEED FORM No.1 -18ae 800 - 855 -021 6777Ea2 VOL 16 PAGE 4288 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., MI RECEIVED FOR RECORD 05 -01 -2002 10:30 A CERTIFIED SURVEY HAF CERTIFIED SURVEY MAP REC FEE: 13.00 COPY FEE: 3.00 Agronomics, Inc PAGES: 2 Located in part of the Southeast % of North V/4 of Section 15, Township 28 North, Range 18 West, Town of Kinnickinnic, St. Croix County, Wisconsin. OWNERS ADDRESS 1232 C.T.H. "J" RIVER FALLS, WI 54022 DAT APPROVAL NO. 55-65-3428-2002 UNPLATTED LANDS I N (OWNED BY PL�A7TER) WARM ANWERENCEOTO UNPLATTED LANDS THE EAST -WBT V4 SECWN LNE OFSECTIONI5, T31 N, R 18 W, (OWNED BY OTHERS} ASSUAN:OASN87VIt'E N ° 55'32" 320.1 ' -- — NORIHLAVE -- � -- SE114~14 Y± i I SCALENFEET 1 a r , cp 00000�DOOOp� 160 5b 6 1 O OS GONg� AV UOp 0000 LOT 2 S '° LAURENCE 0) $ MI HY 185,180 SQ. FT. * e ,7�/,_7, s g OR 4.251 AC. w RIVER G ° ° FA LLS , •° �° 00 Dot oo 14 g ti U) A61 UNPLATTED ___NDS �� A 4 '` OWNED BY PLATTER N 01 W -•_= b O --- - - - - -- - - -- ------ - - - - -- 74.84" % . vN '` 1147' S 89 ° 42'4 " W NORTH UNE LOT 1 PRIVATE DRIVEWAY EASEMENT (I?= N 89 VV VO LUME iaei PAGE 112 OF ff. CRW COUNTYRECOMS. LOT 7 N � w . -- IIE 4IRVEY MAP VOLUME 4, PAGE 991 N r $ , (OWNED BY OTHERS) - - - I I . WEST UNE LOT 1 � I LEGEND `' I I Z _ I u, 0 INDICATES 1- 114'O.D. x 18'ARON r I g I W SET (ANN. WE : -1.13 LB.A,.IN. FT.) � I • INDICATES 1* IRON PIPE FOUND 1 I 3 UNPLATTED LANDS I 31 r r� I q A SOK BORINGS (PROPOSED SEP77C SYSTEM) � ( I � � (OWNED BY OTHERS) I Q SECTION CORNER MONUMENT (AS NOTED) x MIDICAT SFENCELMIE Z 6�' 1 I I Q S 88°07'53' W I N 00 W j 0 66.03' - r:' 27.98' – N 87°52'16' E 1938.56' Fl N 87 °52' 33 66.21 T ' EAST -WEST F l — ;; L INE $ WEST 114 CORNER COUNTY TR H WAY'J' EAST 114 CORNER SECTION 15, T 28 N, R 18 W – N 87 °52'16' E 5304.7T – SEC71ON 15, T 28 N, R 18 W (FOUND SPIKE IN 2 - RON PIPE) APPROVED (FOUND COUNTYBERNTSEN ST. CROIX COUNTY ALUMINUM MONUMENT) r no Zor &m and Parks Committee SHEET 1 OF 2 THIS INSTRUMENT DRAFTED BY JERALD L. CARSON Planni MAY 012002 Vol.16 Page 4288 it net rncoNw,.I wirlun 110 days of W1. GE. Soil * Site Evaluation8 James K The ox 340PaaI4ms Lake Lx. F� Oweol% WI 54020 (713) 248.7767 sT yr � G4 O c�° I� To: Kevin Grabow fax# 715- 386 -4686 From: Jim Thompson Date: May 31, 2002 # pages including cover sheet: 5 If facsimile is incomplete or illegible, please contact Jim Thompson at telephone number listed above. Kevin: Attached is the soil erosion control plan for the Roger Engebreth residential building project. This site shoulddt be a concern. It is located approx. 3/4 of a mile from the Kinni. River and will not be open for very long. I'll send you a hard copy for your files. Please give me a call if you have any questions. Th s, f r P f` Standard Erosion Control Plan. for 1- & 2- Family Dwelling Construction Sites According to Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, soil erosion control information needs to be included on the plot plan which is submitted and approved prior to the issuance of building permits for 1- & 2- family dwelling units in those jurisdictions where the soil erosion control provisions of the Uniform Dwelling Code are enforced Thip I�tJD Erosion Control Plan is provided to assist in meeting this requirement. Instructions: FY `;' ; j 1 20 1. Complete this plan by filling in requested information, completing the site diagra angrr� r p, 9. appropriate boxes on the inside of this form. ZONING�OFF CE 2. In completing the site diagram, give consideration to potential erosion that may occur before, during, and after grading. Water runoff patterns can change significantly as a site is reshaped. C 3. S� �bmit this plan at the time of building permit application. d ,� PROJECT LOCATION k og ' e Lcc Sec . /S - T. Zfrf ,�l�w ' "nnicJ�%�►niC Please indicate north BUILDER f7`o9CerJ�SS [ c ion OWNER &OC Lem Ey9e�ie by completing the arrow. WORKSHEET COMPLETED B i,, — omT � - n DATE 5130102- —N— SITE DIAGRAM scale: I inch - feet EROSION CONTROLPLAN LEGEND PROPERTY LINE EXISTING —� DRAINAGE TD TEMPORARY DIVERSION FINISHED —' DRAINAGE LIMITS OF GRADING SILT FENCE STRAW BALES I GRAVEL O VEGETATION SPECIFICATION TREE PRESERVATION STOCKPILED SOIL I f L __ UJ Q co EROSION CONTROL PLAN CHECKLIST M Check (✓) appropriate boxes below, and complete the site diagram with necessary information. � H ? z Site Characteristics North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways. ❑' Location of existing drainageways, streams, rivers, lakes, wetlands or wells. Location of storm sewer inlets. Location of existing and proposed buildings and paved areas. The disturbed area on the lot. Approximate gradient and direction of slopes before grading operations. Approximate gradient and direction of slopes after grading operations. ❑' Overland runoff (sheet flow) coming onto the site from adjacent areas. Erosion Control Practices ❑' Location of temporary soil storage piles. Note: Soil storage piles should be placed behind a sediment fence, a 10 foot wide vegetative strip, or should be covered with a tarp or more than 25 feet from any downslope road or drainageway. Location of access drive(s). Note: Access drive should have 2 to 3 inch aggregate stone laid at least 7 feet wide and 6 inches thick. Drives should extend from the roadway 50 feet or to the house foundation (whichever is less). ❑ Location of sediment controls (filter fabric fence, straw bale fence or 10- foot -wide vegetative strip) that will prevent eroded soil from leaving the site. Location of sediment barriers around on -site storm sewer inlets. Location of diversions. Note: Although not specifically required by code, it is recommended that concen- trated flow (drainageways) be diverted (re- directed) around disturbed areas. Overland runoff (sheet flow)from adjacent areas greater than 10,000 sq. ft. should also be diverted around disturbed areas. ❑.' [�-' Location of practices that will be applied to control erosion on steep slopes (greater than 12% grade). Note: Such practices include maintaining existing vegetation, placement of additional sediment fences, diversions, and re- vegetation by sodding or seeding with use of erosion control mats. ❑' Location of practices that will control erosion on areas of concentrated runoff flow. Note: Unstabilized drainageways, ditches, diversions, and inlets should be protected from erosion through use of such practices as in- channel fabric or straw bale barriers, erosion control mats, staked sod, and rock rip -rap. When used, a given in- channel barrier should not receive drainage from more than two acres of unpaved area, or one acre of paved area. In- channel practices should not be installed in perennial streams (streams with year round flow). ❑' Location of other planned practices not already noted. Wit Indicate management strategy by checking (✓) the appropriate box. MCI t: z'. Management Strategies diii * 1 Temporary stabilization of disturbed areas. Note: It is recommended that disturbed areas and soil piles left inactive for extended periods of time be stabilized by seeding (between April 1 and September 15), or by other cover, such as tarping or mulching. Permanent stabilization of site by re- vegetation or other means as soon as possible (lawn establishment). • Indicate re- vegetation method: P-Seed C) Sod C] Other • Expected date of permanent re- vegetation: 6e�2 • Re- vegetation responsibility of: ❑ Builder Q'bwner /Buyer • Is temporary seeding or mulching plaULned if site is not seeded by Sept. 15 or sodded by Nov. 15? es ❑ No Use of downspout and /or sump pump outlet extensions. IN Note: It is recommended that flow from downspouts and sump pump outlets be routed through plastic drainage pipe to stable areas such as established sod or pavement. 'i Trapping sediment during de- watering operations. Note: Sediment -laden discharge water from pumping operations should be ponded behind a sediment barrier until most of the sediment settles out. I , Proper disposal of building material waste so that pollutants and debris are not carried off -site by wind or water. Maintenance of erosion control practices. i I Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half the height o f the barrier. • Breaks and gaps in sediment fences and barriers will be repaired imme- diately. Decomposing straw bales will be replaced (typical bale life is l three months). • All sediment that moves off -site due to construction activity will be cleaned up before the end of the same workday. • All sediment that moves off -site due to storm events will be cleaned up before the end of the next workday. • Access drives will be maintained throughout construction. • All installed erosion control practices will be maintained until the disturbed areas they protect are stabilized. For more assistance on plan preparation, refer to the Wisconsin Uniform Dwelling Code, the DNR Wisconsin Construction Site Best Management Handbook, and UW— Extension publication Erosion Control for Home Builders. The Wisconsin Uniform Dwelling Code and the Wisconsin Construction Site Best Management Handbook are available through the State of Wisconsin Document Sales, (608) 266 -3558. Erosion Control for Home Builders (GWQ001) can be ordered through Extension Publications, (608) 262 -3346 of the Department of Commerce, (608) 267 -4405. EROSION CONTROL REGULATIONS Erosion control and stormwater regulations can be complex. Local, state and, in some cases, federal regulations may apply. Before construction make sure you have the appropriate permits. LOCAL ORDINANCES Check with your county, city, village, or town for any local erosion control ordinances including shoreland zoning require- ments. Except for new 1- & 2- family dwellings, local ordinances may be more strict than state regulations. They may also require erosion control on construction projects not affected by state or federal regulations. UNIFORM DWELLING CODE (DEPT. OF: COMMERCE) CONTROLS REQUIRED FOR MORE INFORMATION, CONTACT. • Silt fences, straw bales, or other approved perimeter • Local building inspector measures along downslope sides and side slopes. a Department of Commerce, Safety and Buildings Division, • Access drive. P.O. Box 7969, Madison, Wis. 53707, (608) 266 -2128. • Straw bales, filter fabric fences or other barriers to protect on -site sewer inlets. • Additional controls if needed for steep slopes or other special conditions. STORMWATER PERMIT (DEPT. OE NATURAL RESOURCES) CONTROLS REQUIRED FOR MORE INFORMATION, CONTACT • Erosion control measures specified in the Wisconsin . Department of Natural Resources, Storm Water Permits, Construction Site Best Management Practice Handbook. P.O. 7921, Madison, WI 53707 -7921, (608) 266 -7078. • Measures to control storm water after construction. 1 � 1 �I 0 .'� - 2 6. 5 5' This publication is available from county UW- Extension offices or from Extension Publications, 45 N. Charter St., Madison, Wl 53715. (608) 262 -3346 or toll -free (877) 947 -7827. A publication of the University of r1. ,,, Wisconsin— Extension in cooperation with the Wisconsin Department of Natural Resources. IF sivn 01999 by the Board of Regents of the University of Wisconsin System. Send inquiries about copyright permission to: Director, Cooperative Extension Publications, 201 Hiram Smith Hall, 1545 Observatory Dr., Madison, WI 53706. University of Wisconsin- Extension is an EEO /Affirmative Action employer and provides equal opportunities in employment and programming, including Title IX and ADA requirements. GWQ001A Standard Erosion Control Plan for 1 & 2 Family Dwelling Construction Sites (/ h Printed.oa., DN R WT-458-96 R- 02- 02- 2M -10 -S Editing and design by the Environmental Resources Center, University of Wisconsin— Extension. to recycled Paper