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Wisconsin Department of Cammerc?, PIkIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division t IVSP , REPORT Sanitary Permit No: 29936 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: Owens, Alan I Pleasant Valley Township 024- 1022 -10 -000 CST BM Elev: Insp. BM Elev: T Description: Section/Town /Range/Map N 10 0 , 6 l Q Q, 17.28.17.121 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic n , Benchmark ,�/��^ 04- d',r' 0 d' 1-06, Dosing -7 � Alt. BM ST 0"o � Aeration � Bldg. Sewe�C F'( '16 Dy Holding St/Ht Inlet 73 l TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WE BLDG. Vent to Air Intake ROAD Dt Inlet Septic � ( � , C� �,�'� - per Dt Bottom Dosing ea e an. r, ff kd Aeration Dist. Pipe 0 0 - z- Holding Bot. System j� Final Grade PUMP /SIPHON INFORMATION , z3 Manufacturer Demand St Cover O GPM (0 _I. L Model Number TDH Lift,, . riction Loss System Head/ I T t ! S Forc main L / Dia. �� ist. to Well W 0D D �j SOIL ABSORPTION SYSTEM BEDITRENCH Width 7 Length �. No. Of Trenches PIT SIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS l r J p / Q / SETBACK SYSTEM TO P/L BLDG o � WELL LAKE /STREAM EACHING - Manufacturer: INFORMATION T e o tem: / C MBE R YP Model Number: DISTRIBUTION SYSTEM / VU r ( � 4 aAl d d,* Heade anifold Distribution x ole Size x H ole Spacing Vent to Inta e f n Pipe(s) h L -L ( Spacing + �j 1 7 1 Z•�j SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only nrtiVU AA 1 Depth Over IDepth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil L_! Yes I,] No [jj Yes ] No COMMENTS: (Include codegiscrepencies, persons present, etc.) Inspection #1: ! ID Inspection #2: / Location: 'f6 venue Hammond, WI 54015 (NE 1!4 SW 1/4 27 T28N R17W) NA Lot 'Y "� OI` Parcel N : 17.28.17.121 1.) Alt BM Description = T 2.) Bldg sewer length 7 - 37 1 - amount of cover = \ � Ix � �a ✓ � � !� � r Plan revision Required? 1 5,1 Yes No Use other side for additional information. - -_ _ Q� �i2� W"�' -- Gl.�%yv►^� ___ 1.J�___: SBD -6710 (R.3/97) Date Insepctor's Sign ture Cert. No. Safety and Buildings Division County \ V i 201 W [ WAshinoon Ave., P.O. Box 7162 s�ns�n MAlison, All 53707 - 7162 Permit Number (6 be filled in by Co.) Department of Commerce O 266 - 3151 Sanitary Permit Application i state Plan I D Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide 2 may be used for secondary purposes Privacy Law, sl5.04(lxm) Project Address (if different than mailing address) I. Application Information - Please Print All Information e _ 7 Property Owner's Na we Parcel # d >r I �a �` oZ J J' W 117W S 0 fl-A -- Property Owner's M ailing Address Property Location n0 , / .� 2 2 T ..� o`- We- lf , -T&t // 1{ ,Secaon City, State Zip Code Phona•Nttmber (circle one) O� Gll.� 0 r .. _. ,. J'/ J .' ��"' d T L � N; R1�E qtV II. Type of Building (check all that apply) � {� or 2 Family Dwelling - Number of Bedrooms `7 � Subdivision Name CSM Number ❑ Public/Commercial - Describe y U�se > Y� A*CA,-S' p ❑ State Owned - Describe Use 1� `wr ' - 10 � / & j ❑City ❑Village P ownship of III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. afew System ❑ Replacement S y 11 Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. ❑Permit Renewal Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner Z 6 O IV. Type of POWTS System: (Check all that apply) ❑ Non Pressurized In -Ground ❑ Mound > 24 in. of suitable soil RMound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized Iii - Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (exptaut) . V. D' eatment Area Information: - Design Flow (gpd) Design Soil Applicatio Dispersal Area sf) Dispersal Area posed (sue System Elevation / 1 � . � c� ��.(so 6 ! 7tv � 7 ✓ VI. Tank Info Capacity i Total Number Manufacturer fab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass T � Existing w �_ 1 Septic or PMdhig'Fank ).a 1/ .2S,0 Gv V O O Dosing Chamber _ / E VII. Responsibility Statement I, the "undersigned, assume responoility for Installation of the POWTS shown on the attached plans. Plumber's Na me (Print) Plumber's Si MP/MPRS Number Business Phone Number f d - a 9 Plumber's d#j2sj(je@t. City, State, Zip Code) 28288 McKenzie Rd. VIII se Onl Approved ❑Disapproved Sanitary Permit Fee (includes Groundwater Date Issu Issuing t Signature tamps) Surcharge Fee,- 9 a .� ❑Owner Given Reason for Denial , Wfje t ftp rovW /Reasons for Disapproval ep is an c, a uent filter and t��(G�.(.%( -dkD el_ .S -ra~- /�- --f 7 / -3 dispersal cell must all be serviced / maintained aAC 64 �� as per management plan provided by plumber. /� _ , / 2. All setback requirements must be maintained / , t-G 1�nl as per applicable code /ordinances. v ,%442 GEC 1� J /-V �. i Attach complete plans (to the County only) for the system on paper not less than 81/2 a 11 inchn in size i 0 a� S� b 0 � b w p pp r' � +r„•• f O O Iva NO c N I L oo 00 R 00 Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 ' TDD #: (608) 264 -8777 isconsin www. w ww.commerce.state.wl.us/sb wisconin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary July 03, 2003 CUST ID No.221180 ATTN.• POWTS Inspector ZONING OFFICE DAVID B FOGERTY ST CROIX COUNTY SPIA 28288 MCKENZIE RD 1101 CARMICHAEL RD SPOONER WI 54801 HUDSON WI 54016 _ CONDITIONAL APPROVAL �a PLAN APPROVAL EXPIRES: 07/03/2005 Ident�caton Numbers SITE: Alan Owens Transaction ID No. 882159 162ND St Site ED No. 642290 Town of Pleasant Valley, 54015 Please refer to both identification numbers;, St Croix County above,, in all correspondence with the agency: NE1 /4, SWIA, S17, T28N, R17W FOR: Description: Mound 600 gpd. Object Type: POWT System Regulated Object ID No.: 909082 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 Septic Tank Effluent for Private Onsite Wastewater Systems" Version 2.0 SBD- 10691 -P (N.01101) and the "SSWMP Publication 9.6, "Design Of Pressurized Distribution Networks For Septic Tank- Soil Absorption Systems." • Comm 84.10, All materials used in this installation shall conform to the provisions of this chapter. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection b authorized representatives of the Department, which may include local inspectors. All permits P Y re p P 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 p � O ' C ()116 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 N q 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 nance of the POWTS. SEE inc S el Fee Required $ 175.00 Fee Received $ 175.00 ✓ Balance Due $ 0.00 Thomas E Devereaux Plumbing / POWTS Reviewer II, Integrated Services (715)634-3026, 7:15 am - 4:00 pm Mon. - Fri. WiSMART code., 7633 tevereaux@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 t j MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Alan Owens Mound Owner's Name: Alan Owens Owner's Address: 392 162nd Street Hammond WI 54015 (715) 796 -5500 Legal Description: NE1 /4 -SW1 /4 -Sec. 17 T28N -R17W Township: Pleasant Valley County: St. Croix Subdivision Name: NA Lot Number: NA Block Number: NA Parcel I.D. Number: 024 - 1022 - 10-000 Plan Transaction No.: Page 1 Index and title . �•S• Page 2 Data entry :itionallY Page 3 Mound drawings � ED Page 4 Lateral and dose tank Page 5 System maintenance specifications MENT o 0 ERC' Page 6 Management and contingency plan F s AID U��D Page 7 Pump curve and specifications Page 8 Plot Plan CE ;,ORRESP Designer: Dave Fogerty License Number: Mprs# 221180 Date: 06 /03/03 Phone Number: (715) 635 -9609 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SD &10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01181) Version 3.11 (R. 06/01) Page 1 of 8 r 1 Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 400.00 Estimated Wastewater Flow (gpd) Table 8344 -3 in -situ sob treatment for fecal coliform of <- 36 inches. 1.50 Peaking Factor (e.g. 1.5 = 150 %) 600.00 Design Flow (gpd) 8.00 Site Slope ( %) qp,11 96.80 Contour Line Elevation (ft) I/ 22.00 Depth to Limiting Factor (in) 0.40 In -situ Soil Application Rate (gpd/ft) Distribution Cell Information 100.001 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) 1.001 Dispersal Cell Design Loading Rate (gpd/ft) 1 I Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution F Y Pressure Disribution Information network? Enter Y or N (c or e) c Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation ft 4 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) (e.g. 0.25) 2.50 Estimated Orifice Spacing (ft) = 7.50 ft /orifice 00 Forcemain Diameter (in) ' 120 orcemain Length (ft) Does the forcemain drain back? Y Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft) x 13 19.57 Forcemain Drainback (gal) r2 �,Z 6.63 Vertical Lift (ft) 90.53 5x Void Volume (gal) 4.54 Friction Loss (ft) 110.11 Minimum Dose Volume (gal) 15.73 Total Dynamic Head (ft) 43.08 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choi in. dia. options choice 0.75 1.25 x 1.00 1.50 x 1.25 x 2.00 x x 1.50 x x 3.00 2.00 x 3.00 x Gallon sfinch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1250.001 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Concrete Manufacturer gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Info rmation 773.761 Dose Tank Capacity (gal) JZabel Filter Manufacturer 16.12 Dose Tank Volume (gal /in) A100 Filter Model Number Wieser Concrete Manufacturer Project: Alan Owens Mound Page 2 of 8 A Mound Plan View T 1/10 B ... rT J . . Observation Pipe - .. .. ........ W . . I,. .... .B 1 . . . .ri . . I L Mound Component Dimensions A 6.00 ft E 19.76 in H 1.00 ft K Aft ft B 100.00 ft F 9.50 in z 11.60 ft L ft D 14.00 in G 0.50 ft J 5.95 ft W 600.00 (ft) Dispersal Cell Area 1759.87 (ft) Basal Area Available 6.00 (gpd/ft) Linear Loading Rate 10.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 99.76 (ft) - -► G ♦ H I F ::.:. a 98.47 (ft} Invert Latera 9Z-(ft} persai c�a Dispersal Cell Elevation E D: % tih •� `�� - ' . y, ' ••.!4���ti.,;'. {'• - '� + ' `+ ..' • tl h � �i�. J J. ,4 J,�4 lti r+.._1�J.�' �.,,_;l.,J,��. � •4 • Ate. �J.. 4 J .J���J�J1 1�'l' :' F•C``.J : 1 !�1 °�J J 1tiJti_ ... J��Eh Jl a a A - i 96.80 (ft) Contour Elevation 8.0 % Site Slope Geotextile Fabric Cover Shading Key v T Dispersal Cell See lateral details on 0 ® Topsoil Cap a 1.5 ft Page 4 for number, size, Cap Q i'fir Subsoil o ° s of laterals. a q�e�• 'r•r• and sp acing 9 ASTM C33 Sand �r :• r ° ='`r: • °.f:' F Laterals are equally Tilled Lay d S 0.5 ft Typical spaced from the r °rrr r�; �•r =r r distribution cell's 5r• - •r• Aggregate o ti ` ` "`` centerline in the - A distribution cell (AxB). Project: Alan Owens Mound Page 3 of 8 I I Center Connection Lateral Layout Daigram Force main connection via tee or cross to maradold at ang point. Laterals are identical . S I P •= Turn -up vdball valve or X— ��Fxl2 ( K12 +I Laterals 8 force main of PVC Sch 40 desnoutplug per COW TaWk 84.30 -5 Holes drilled on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.156 in Lateral Diameter 1.50 in • Orifice Spacing (X) 2.53 ft Lateral Length (P) 49.34 ft Orifices per Lateral 20 Lateral Spacing (S) 3.00 ft Orifice Density 7.50 ft /orifice Lateral Flow Rate 10.77 gpm Manifold Length 3.00 ft System Flow Rate 43.08 gpm Manifold Diameter 2.00 i Total Dynamic Head 15.73 ft Forcemain Velocity 4.40 ft/sec Dose Tank Information Loc,i,g with warning label and locking device and sealed watertight Electrical as per NEC 300 and —♦► Comm 16.28 WAC N Weep in. min. _ Tank component is properly vented Alternate outlet ocation main diameter Wieser Concrete Manufacturer 2 in. Ca acit 773.76 Gallons Volume 16.12 gal /inch A hole or anti- Dimension Inches Gallons B siphon device A 29.17 470.21 B 2.00 32.24 C P r p off e levation (ft C 6.83 110.11 91.83 D 10.00 161.20 D Total 1 48.001 773.76 k elevation tt) 3' Bedding un er tank. 91.00 Alarm Manuafacturer IS. J. Electro Alarm Model Number I 101 -01 H Pump Manufacturer JGould Pump Model Number 4!3871 EP05 Pump Must Deliver I 43.08 gpm at (—/3 ft TDH Project: Alan Owens Mound `�` —'_' Page 4 of 8 Mound System Maintenance and Operation Specificat Service Provider's Name Tri- County S anitation �� Phone 715 386 -0114 POWTS Regulator's Name St. Croix County Zoning Office � Phone 715 386 -4680 System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1250 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ft Maximum FOG 30 mg/L Type of Wastewaterl Domestic Maximum Fecal ColiformL >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 year s 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 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 Tum -up Detail Finished • .............. ............... Grade 6-8" Diameter Lawn Threaded Cleanout -- ► Plug or Ball Valve Sprinkler Valve Box 9 Distribution • Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Alan Owens Mound Page 5 of 8 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code Genera This system shag be operated in accordance with Comm 82-84 Wis. Adm. Code, and shag 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 shag be in accordance with Comm 83.33, Ws. 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 shag 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 84n c hes in diameter shag be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shag be maintained by an indnidual certified to service septic tanks under s. 281.48, Stab. The contents of the septic tank shag be disposed of in accordance with NR 113, Ws. Adm. Code. The operating condition of the septic tank and outlet filter shag be assessed at least once every 3 year; 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 shag be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continrwus alarm. The septic tank shag have sts contents removed when the volume of sludge and scum in the tank exceeds 15 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shag 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 shag be approved for septic tank use by the Department of Commerce. Puma Tank The pump (dosing) tank shag be inspected at least once every 3 years. AN switches, alarms, and pumps shag be tested to verify proper operation. If an effluent filter is installed within the tank it shag 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 shag 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 will* the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October- February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD5, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD 30 mg/L TSS, 10 mg/L FOG, and 10 cfu/100 mL for Highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this instaUtion. 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 dogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shag be checked for effluent ponding. Ponding levels shag be reported to the owner, and any levels above 6 inches considered as an impending hydraulic faikre requiring additional, more frequent monitoring. Contirwencv Plan If the septic tank or any of its components become defective the tank or component shag 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) shag 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 cogged 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. Project: Alan Owens Mound Page 6 of 8 i MAINS III _ t0 ,1 — — �"1` MODEL: 3871 25 S v S I EP05 — a - 7-7- 20 30 40 so U'S a of 0 2 < 6 8 10 12 ."h, CAPACITY Pump Specifications Features and Benefits '! and 77 HP - EPO4 impeller- semi -open design Up to 60 GPM with pump out vanes to protect Maximum head to 32 mechanical seal, Discharge size Vh NPT - EP05 impeller - enclosed design Solids: 3 maximum for improved performance. Motor - Rugged glass - filled thermoplastic All motors feature ball casing and base design provides bearing construction. superior strength and corrosion Single phase: 115V resistance. Materials of Construction - Cast iron motor housing for Cast iron etficient heat transfer strength. Thermoplastic and durablliry. Stainless steel • Corrosion resistant threaded stainless steel shah. • Available fcr automanc and 1 manual operation • CSA lived models available -lrr AIooe /s are designed for continuous operation and feature stainless steel hardware. o o� � � S� b 0 b w b w rA Oo ........... . O n » Oa Wisoorwirl Departmerht of Commerce SOIL EVALUATION REPORT Page / of _ -3 Division of Satiety and Bongs in accordance with Comm 85, Wis. Adm. Code Can1Y S m Attach complete site plan on tape' not less than 8 W x 11 inches in size. Plan must include. but not bnited to: vertical and horizontal reference po" pm) direction and Paro& IA. patent scope, sate or dmheralom. north arrow. and locetlon'tmd distance to nearest mad. d2 - .. " Date Please print all infant/ Pena kdbn bon You MovWa may 15.04 (1) imp. be used ter'hhahhwhOerY Pure (PmaaY Gaw. s Property Owner ,�7 / 1/4� 114 S/ T? f' N R / E1003� l« Block # Subd. Name or CSW Property Ownee- -;O Ang � lk .2 1 /6 Z 4 - Code Phone Number ❑ city ❑ own Neatest Road CRY /.1.0 ,,, rs`7 6 —ssvU — low vale i� GPo [►� New construction Use � ! I Number of bedrooms - - f ,/ code derived deW Rep lacwWlt [] Pubic or commercial - Describe: ain ,� ft Flood Pl elevation rf applicable rr Gen"comhents y /1rouND csvrroaR , �� v. �`� and reoomawidations: Bodrq a # D Pfd Ground surfaceelev. I. � to WSW Zs :h. Ra� Redox Description Texture Structure Consistence Boundary Roots GPD/fP f�apn Depth pglhir►ant •Etf#1 •Etfwl2 in. Munsel Clu. Sz. Cont. color Gr. Sz. Sh. t -y �y3 4. �S 7•s- L r�rvF z 3 2 Boring # ' p Boring Depth a bclor z z in. Sol Rate Pit GmW surface elev. 97 D Texdxe Structure Rods GPDIfP Redox Desaiption � BourKleY Horizon Depth Dominant 'Eff#1 •Eif1f2 in. Munsel Qu. Sz Cont Color Gr. Sz Sh. / v- a .. 8L s z -13 2> - -- 3 S = � s^ C 1!c ifr c s -3 • Ettklent #2 =BOO < 30 mg& and TSS _< 30 n#L Eflkht #1 =BOO > B<MW jwAGAL "Number �itng &P Address 7M71afvak lalion Conduced Telephone MWdW Spooner WI 54801 .2/ ®6 Property Owner / �'L4E� 04VAI&&4o/ Paroel iD # 2 /tit !O.— Page 2-- of 3 Boring # ❑ Boring Pit Ground surface elev. _ Q L ft. Depth to smiting tailor S A Rate Horizon Depth Dominant Color Redox Description Texture Sducwre Consistence Boundary Roots GPDAf in. Munsell Du. Sz. Cont. Color Gr. Sz Sh. 'Eff#1 'Etf#2 . — &Z i1c 5` 2- 7 7. Y L 3 - 7-j G s 2.3-9b 7, .S'— L s i Borirg # ❑ Ong Pit Ground surface elev. ft. Depth to smisng factor in- Sod Rate Horizon Depth Dominant Color Redox Description Texture St Consistence Boundary Roots GPD/ff in. Munsell Qu, Sz. Cont. Color Gr. Sz. Sh. 'Ef#1 'EPf#2 V I C G A rt o W ❑ Boring B�n9 # rJf Pit surface elev. _ ft. Dept to srrufirt9 ifactor in. - F Horizon Depth DominantColor Redox Descripdom Texture Struck" Consistence Boundary Roots GPDIff in. Munsell ()u. Sz Cont . Color Gr. Sz. Sh. 'EWl '01#2 ' Effluent #1 = BOD > 30 5 220 mg1l. and TSS >30 150 mgA. ' Effluent #2 =• BOD, _< 30 mgll. and TSS 5 30 mglL 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 department at 608jX6 =3131 or TTY 608 - 264 - 8777, - SW-3330(RAM) sr Fogerty Plumbing 3 Jr aNw f►2 #221180 28288 McKenzie Rd. Spooner, WI 54801 (7 635 -96 j /�� 3 � / ,331 i / / / B -3 1 ►• &,016 WOrArD � tom, � Sc�tE / "- Ya � Ce►.cc T� su►t� �t�ss' or�i�- i Q AEI = B* rep ep 1 "�Yc FL/hC6'�O o tJ fa,1rrA&1C 1"X*,WE /PA e 4 # Z — /¢zT- A? ,w, 7 of 2 ",RVG, ev tnn roux p7.0 ' �( _ /SgcriJG � j I �, � � � � .. ,� r _. .�___. �_. � .. ...... ,�. .._.. t .�. � j � �, i � � � i ._ _.. _.. ...__._ .. � 1 -_ i _�_ _ � _ _ _— �___._._. _ y � t � __ —.. _.. _ _._ _. _ _. _.__— __.. —._ 1 .. 4..__._ . _ _ ... _ __ __� i i A y z 4 y^.� _a w L.SZ_i -- i � - TT �. r•. i __, ___ _ r � _ _, ___—�_ ' _� _ _ _. _— _ ._ _ __ e t - � � � _ �_ -- -- j s _ __ .__ _ _. _.. _ ! J i _� --r° i '; iI - _. �. __ _ -- -_ ______. --- i - i � - -- -- - � -- i -� -- j i I J —r— 1 , i i � � — — i - _ i _._. ,.- a--- T-- --- _ _..� _ - - -- -_ -- _ -- _._ i � � i ', - :_ _ .- - .__ r- - �-_ __ __ - _ - - - - __ _. i -__ . _ _ _ -- - ___ ___ - -�- -- _. I i � � -�_ .� _. � � � _ i - --+-- _ ___ .. _.. _..- . -- �_ ___ __ + _� - -- � � - --- . _ _ _ - _ - _ __ -.._ _ __ - _ _. _ - - - -T - I_ _ � i i � - -._ t _ - -- -, - -- - - -- . . i - - ,__ _. � i I , � -- -- - -- - .T __ -- - -- _ _ _ _ _ _ _, -- ._ ._ r _ -. - - -- �', __._ i . _ ._ _ j —i i - -- - -- I I I ,33!` � I / r f►top��� D �ISsS, i i� At" r / wt�' ,tliyE4 r i o,cl Cairreac A-tjtr siE 40 2- — ,o tzr oa Nr, Ty® oX 2 "p✓c, —444dw o Jmlfs$G� ew taorroue PT•o ,3eKrroG SS j' <ft�^ Y�lf/Z Gt/o/ZJC.fff�'� -T -#k ((a 42— 3 c vI #v& . Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 lVisconsin Personal information you provide may be used for second purposes Madison, WI 53707 -7302 Department of commerce (Privacy Law, s. 15.04 (1)(m)] p (Submit completed form to county if not state owned.) Attach complete plans (to the county copy only) for th sysi a er not less than 8 -1/2 x I 1 inches in size. County State Sani Permit Number ❑ Chec if rev ei`�"ous cation State Plan 1. D. Number / `tom :.c - T lti•a 1 D' I. Application Info mation - Please Print all Information Locati Property Owner Name Property Location AZ All 1 114 1/4, S 7 11 ,N, petty Owner's Marlin Address , Lot Number Block Num r a << ���t� Hr �c�� 1 Z Z • — C ity, State Zip Code Phone Number Subdivision Name oc 14 Number �' d ( ) y < IL Type of Building: (che one) „ p S „�,,,� s> ❑ City I or 2 Family Dwelling -No f Bedrooms : ' Vi e Public/Commercial (describe use To4vn of � ❑ State -Own d e Nearest Ro -� n �nn nn z ( X ( CQXJL 4 : �, q = `• i� r �z r� Parce T N mtieris) �> III. Type — of Permit: (Check only one box od4ine A. Check box on line B if applicable) .• A) 1. New 2. ❑ Replacement 3a:, ❑ Replacement of 4. 5. Addition to ystem System Tank Only Existing System $) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) • Non - pressurized In- ground Aound ❑ S V ❑ Constructed Wetland • Pressurized In- ground �alding Tank ❑S ❑Drip Line • At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. DispersalfTreatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area ; Application 5. Perc lation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq. R.) '(Min. /inch) Elevation 11 0d 40 ©d � ". ,o- VII. Tank Capacity in Total..' # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks c. ❑ ❑ ❑ ❑ Z. S. one i w s= ❑ ❑ ❑ ❑ VIII. Responsibility Statement I, the undersigned, assume r ponsibility for installation of the P 7 S shown on the a shed plans. Plumber's Name (print) Plumber's Signature (no slam 4PRS NN Business Phone Number -A // lumber's Address (Street, City, State, Zip Code) .Z c IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issu' g Agent Signature (No stamps) X Approved ❑ Owner Given Initial Adverse Surcharge Fee) Determination 3 Zs Q Zd� 3 X. Conditions of Approval /Reasons for Disapprove a4k - ZjiS�� VVk 0�� re MIIAt SBD -6398 (R. 07/00) C P Q t_►k_t tv = :�90^J& C-) PLOT PLAN - Page 3 of Scale 1 " =y G _B►tili* 8►^'ik�� - Q.1.O0.0' or i OF tk!NkjQt - z o D iwL Put. s 13 r1 tf - Z -LSL . 1 00.9 C�J `POP OF C-UT 0►-F- P PU LL . ;i owl n o ry oT Cbm P wse. UR '93 SIl7 1 /w i s - Safety and Buildings ' 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 r TDD #: (608) 264 -8777 v erce.statemim s/sb scons�n www.comm www.wisconsin.gov Department of Commerce Scott McCallum, Governor Philip Edw. Albert, Secretary RECEIVED March 22 2002 MAR 2 6 2002 CUST ID No.267341 AnN.• POWTS Inspector ST. CROIX COUNTY ARTHUR L WEGERER ZONING OFFICE ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/22/2004 Ide ntification Numbers � Transaction ID No. 719337 SITE• Site ID No. 642290 Alan Owens Please refer to both identification numbers, 162ND St above, in all correspondence ondence with the agency. Town of Pleasant Valley St Croix County NEIA, SW1 /4, S17, T28N, R17W FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 833509 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: General Approval Requirements: • 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.01 101) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD- 10706 -P (N.01 /O1). • 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. • 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. . The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption �RQ VED area. chs. NR 811 & 812c M T OFC o% , ERCE • A Sanitary Permit must be obtained from the county where this project is located in accordance with the x y� all"ING8 requirements of Sec. 145.135 and 145.19, Wis. Stats. SPQN CE spection 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 • Comm 83.22(7) A copy of he approved plans, specifications and this letter shall be on -site during construction and ude local inspectors. open to inspection by authorized representatives of the Department, which may incl oca u>spe ARTHUR L WEGERER Page 2 3/22/02 Owner Responsibilities: • 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). • Comm 83.55 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. 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 r' Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART code: 7633 (608)789-7893, 7:45 am - 4:30 pm Monday - Friday cbratz@commerce.state.wi.us TITLE SHEET Page of 1 MOUND SYSTEM FOR A BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD 10691 -P and the Pressure Distribution Manual SBD- 10706 -P (N.01 101) (N.01 101) LOCATED IN THE NE 1/4 OF THE S W 1/4 OF SECTION 11 T Z$ N,R 0 W TOWN OF ��- V p�L�c7 ST, e�jLx COUNTY, WISCONSIN. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR _A T� C PrN O wL v g v 9 �� 3a1Z 16 Z�� ST, l i � M m o tiv0 , w1 04A PREPARED BY / 4P * WEGEF�ER S30 S L . Tr ST" S NG AbW . S CE P.O. Box 74 421 N.Iiain St. River Falls, WI 54022 Phone 715 -425 -0165 Fax 715-425-6864 • � I.fiT JF' i • 1 WG91b P i 0.975 P EtLSW 11 j fs cc , A l a 4 •• <........ st. 8 s i0 r,� , DEPARTM OF S. 3 _ R 4A Z SEE CORi JOB NO. y Z— S Z Mound System Management Plan Page Z. of Pursuant to Comm 83.54, Wis. Adm. Code " Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. j erating condition of-the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. Th utlet filte s hall be cleaned as necessary t o e 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, Safety and Buildings Division. 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 for frost protection. Influent quality into the mound system may not exceed 220 mg /L 6005, 150 mg /L TSS, and 30 mg /L FOG. 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 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual "QA and local or state rules pertaining to system maintenance and maintenance reporting. 'S gp - lo6g l _\=1 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. 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 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 adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper Operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning-Office at The system installer at 1.LS _ (:) 3S _L/ c� &6 �6 ft1Z The tank manufacturer at VS _Z - 57 - 85 1 . 1 1) Elzz z.S The effluent filter manufacturer at 00— `7-2 S7 The pump manufacturer at bib — $?JJ y.$<j� GOVLoS PLOT PLAN - Page 3 of 7 Scale 1" C) 30 `1Z4 ►� vC. L3►1it 77 " Z�I Y ' tr! - Q. -0' CyV �oP OF — 'cv� " Kj �3r11# - LIZ. lOq -9` O>\.1 `tv�UF cUT O►=F PUS -1�2 �U�lr , r � o Yv oT Cum p Urt. D�S7vGz 6 1I"s s `I� — l 7 1 OF= Pace Of 7 Approved Synthetic Covering ASTH C33 Distribution Pipe Medium. Sand Topsoil - _ H a F Elev. l l �.• U 3 E D - I e ' % Slope Distribution Cell of Force Main Plowed i" to 2 - 2 " Aggregate From Pump Layer D \.O _ Ft. E 1 •`?) Ft. CROSS SECTION OF A MOUND SYSTEM F G-S Ft. G O• S Ft. A Ft. Ft. Linear Loading Rate = GPD /LN FT B 100 Ft. Design Loading Rate = 0 3.3GPD /SQ FT I 1 Z Ft. J CD Ft. K O Ft. Position L 1 ZO Ft. o Force Main W ZY Ft. . 1 I j t - Observation Pipe 6 I K C3--�- - - - - -- --------- - - - - -- - - - - - -- tax W ' --__�_ - -- -- - - - = -- ---------- - - - - -- - - -- Distribution %--Cell of %" Pipe z to 2 Pi p aggregate Observation' Pipe (Anchor securely) PLAN VIEW OF A MOUND SYSTEM Distribution Pipe Layout Pd 5 of Place the holes at the bottom of the distribution pipes at spacing. Remove all burrs from the pipe and holes. Extend the end of each lat - eml up with the use of Iong turn or 45 f tdng to a point with , , S ix fin inches of the al grade. Term ate the ends of the Late.-als with a valve,threaded = or . threaded plug. Provide aces from final grade for the valve; threaded can or threaded plus. FVC F`J� pVC — Lateral ivlaniiold Lateral x x z z!Z i4 x x x x Lateral Length — Laterai Length — r- Oistributian Line • �L�N y��� _— I~- 6t`c� r,�w P_ Ft. Hole Diameter 1 /3 Inch S 3 Ft. Lateral "" 1 Inches) X 3 b Inches Manifold Inches Force Main " Inches l of hoses /pipe 1`1 Invert Elevation of-Laterals IH -- Ft. - 1X0•`ll= 6.q-)y- Z�.gB 6pM PUMP CHAMBER CR055 SECTION ARID SPECIFICATIONS ' PAGE 6 OF VEWT CAP `t "C.Z VENT PIPE WEATHER PROOF APPROVED LOCKING MANHOLE 10 ` FROM 0008. Ju►JCT1o1J BOX COVER WITH WARNING LABEL WINDOW OR FRESH IYMIU. I AIR INTAKE 7 I GRADE 7' — T colJOUlt ` -- IsMlu. IAILET • PROVIDE AiRTIGHT SEAL I I II APPROVED JOINT A I I I APPROVED JOINTS I I I I I I I I ALARM e "I II . I 1 am LLEV. FT � PUMP - - j - r 0 1 Z'LL s \j, LO's -rZo' CONCRETE DLOCK 1r RISER EXIT PERMITTED ONLY IF TA WK MANUFACTURER HAS SUCH APPROVAL 31 •APPRovED BicD01 N� SPECIFICATIC)MS DOSE 'r_ KS MAMUFACTURER: W lzS cckjL' - E j,JUMBER OF DOSES: S Z PER 1544 TANK wzc: 0(3 GALLOWS DOSE VOLUME I ALARM MANUFACTURER: S'S' �Zt�['RO S�STI_"f" INCLU011�1G DACKFLOW: ll1• l GALLONS MODEL NUMBER: LQ N'N CAPACITIES: A = Z INCHES OR Lly9.7 GALLOIJ3 -- sW1TC1i TyPt: ���Z�1Z -�'' B = Z INCHES OR 3 �' 06LLOL15 Pump MANUFACTU1tCR: ' ©UL�� C= 6 INCHES OR l ' GALLO►JS MODEL NUMBER: - I �E224 O 1 Z INCHES 09 2 " GALLON . 6 SWITCH TAPE: 1U07E: PUMP AUD ALARM AR TO bC MIlJIMUM DISCHARGE RATE Z�.`a°� GPM INSTALLED OW 5EPARATE CIRCUITS VERTICAL DIFFERENCE DETWCEN PUMP OFF AUO.OI5TRIBUTIOIJ PIPE.. S�_ ' • FEET + MIMIIKUM NETWORK SUPPLY PRESSURE .... ..... 6 •SO FEET (5.0 + .— FEET OF FORCE MAIN X l '� I F31 FxFRICTIOU FACTOR. b ' FEET TOTAL MAJAMIC. HEAD = I L FEET S gal /in. Liquid depth �� Goulds i C 7 °f Submersible Effluent Pump 3871 EPO4 EP05 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. • Effluent systems dry without damage to heat transfer. ■ Motor Cover: Thermoplas- • Homes components. tic cover with integral handle Motor: Available for automatic and • Farms manual operation. Automatic and float switch attachment • Heavy duty sump • EPO4 Single phase: 0.4 HP, models include Mechanical points. • Water transfer 115 or 230 V, 60 Hz, 1550 Float Switch assembled and ■ Power Cable: Severe duty • Dewatering RPM, built in overload with preset at the factory. rated oil and water resistant. automatic reset. SPECIFICATIONS • EP05 Single phase: 0.5 HP, ■ Bearings: Upper and lower 115 V, 60 Hz, 1550 RPM, FEATURES heavy duty ball bearing Pump: EPO4 built in overload with ■ EPO4 Impeller. Thermo- construction. • Solids handling capability: automatic reset. 3 plastic Semi -open design /4" maximum. • Power cord: 10 foot AGENCY LISTING • Capacities: up to 55 GPM. standard length, 16/3 SJTO with pump out vanes for mechanical seal protection with three . G. Canadian Standards Association • Total heads: up to 24 feet. prong grounding _ • Discharge size: 1 NPT. plug. Optional 20 foot ■ EP05 Impeller: Thermo- (CSA listed model numbers • Mechanical seal: carbon- length, 16/3 SJTW with plastic enclosed design for end in 7" or "AC ".) rotary/ceramic- stationary, three prong grounding plug improved performance. BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 °F (40 °C) continuous superior strength and 140 °F (60 °C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET stainless steel. 10 i • Capable of running _ r` I dry without damage to s 30 components. FT Pump: EP05 s - -- -- - - - - - -- - I • Solids handling capability: c 25 --i— r 3 /4" maximum. a 7 • Capacities: up to 60 GPM. s 20 ! j • Total heads: up to 31 feet. • Discharge size: 1 NPT. z 5 • Mechanical seal: carbon- 0 15 rotary/ceramic- stationary, BUNA -N elastomers. 4 6 — i —EP05' -- ' • Temperature: ° 3 10 104 °F (40 °C) continuous ' ! I EPO4 140 °F (60 °C) intermittent. 2 I �Z - 8 I I 5 � 1 I 0 00 10 20 30 40 50 GPM 0 2 4 6 8 10 12 m'/h CAPACITY ®1995 Goulds Pumps, Inc. Effective May, 1995 83971 Wisconsin Department of commerce SOIL EVALUATION REPORT Page / of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel ID. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information.P R viewed by Date Personal information you_provide may be use or r�(rIS �'Py Law, 15.04 (1) (m)). Property Owner roperty Location ovt. Lot E 1/4 Sw 1/4 S T Z N R E Property Owner's Mailing A dress t # Block # Subd. Name or CSM# r >> city State Zip Code Phone umber(;: (. City Village Town Nearest Roa New Construction User Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: _ Parent material I�EO�'✓ �L7 L ��• ps Flood Plain elevation if applicable General comments and recommendations: F- /1 Boring Boring # ? pit Ground surface elev. /_ ft. Depth to limiting factor• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture : ;t�tru z. cture Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Sh. 'Eff#1 *042 tfS 5E _ L �Z 3 7- s 3 -s� F ... s S hr L — .7 2 Boring # Boring _ 0 Pit Ground surface elev. %07.° y ft• Depth to limiting factor � in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture cture Consistence Boundary Roots � GPD Eff #2 in. Munsell Qu. Sz. Cont. Color G Sh. p , 2 SL cS •S 2 /0- .s- 3 cL cst r rr�v v Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 5 150 mg/L ` Effluent #2 = BOD _< 30 mg/L and TSS 5 30 mg/L CST Number CS TF �FtSi"Fi filling & Perk Testing i netclf� U Address Z8288 M CK enzi-e-R6. Date Evaluation Conducted Telephone Number Spooner, W1 54801 /p -� d / /– Z-2�7S _ 1 fir' ' � Pr - ope owner. AZ4 Paroal ID # �J �� �Q�Z D Page _ z-- of ,� Boring # Baring 1 - 1 Pit Ground surface elev. 1 --4 ft. Depth to limiting factor, JZ, in. Soil Application Rate WodzOn Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I Eff#2 - s4 c .r &I iv 7 A X s .S •- 6 Fzb •. 7 1 A x #3 f Boring # C] Boring Pit Ground surface elev. ft, Depth to limiting fectar In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GMT in. Munsell Qu. Sz. Cont. Color Gr. $z. Sh. 'Eff#1 'Eff#2 �{ Boring # Boring _ u ` Pit Ground surface elev, ft. Depth to limiting factor in. r Soil Application Rate Horizon Depth Dominant Color Redox Desciptlon Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'Eff#2 Effluent 01 = BOD > 301220 mglL. and TSS >30 � 150 mg/L ' Effluent #2 = BOD, : 30 mgA. and TSS c 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 department at 6089664frl br31TY° 608.' 26418777: ' t SOD -4330 (R.6(00) #Z �� Fogerty Plumbing #221180 28288 McKenzie Rd. yV 6fGe�S o'- ?,YS rcrR E Spooner, WI 54801 0 (715) 635 -9609 .Q.*t -ate, ,a� o� tm� ����k B•'J 40--? =447 Aw , lop of 2 �-¢ e UT v fr � L�N pt��.✓S po Gr 4zx1cs ur_—� 1a0 ' 00 11. io 7' i x N i i ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Etrye _Aa.* DG��.t9S Mailing Address A ST. Property Address �� (Verification required from Planning Department for new construction) City /State Parcel Identification Number OZ LEGAL DESCRIPTION Property Location / ' /., 9�4� ' /,, Sec. _Z7, T Rl� \��, Town of Subdivision Lot # Certified Survey Map # /f1 , Volume , Page # Warranty Deed # G 72- Y f Y , Volume 17yk , Page # Spec house O yes no , Lot lines identifiable. y,es O no SYST MAI 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 master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of 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 Zoning Office within 30 days .of the three vrar rrniro�:�� a -•- SIGNATURE OF APPLICANT 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 above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT DATE •• « «•* Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. i �. •' 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 v DOCUMENT NUMBER 6 -7 EN HC a ALSH LAND CONTRACT REGISTER OF DEEDS ST. CROIX CO., YI RECEIVED FOR RECORD CONTRACT, by and between Orville owens, a single man, 03 - 2002 9:30 AN ( "Vendor ", whether one or more) an an O. wen• and Jeanne n. Owen., husband and wife holding as survivorship marital property, LAW CONTRU ( "Purchaser ", whether one or more), Vendor sells and agrees to convey EXEWT # to Purchaser, upon the prompt and full performance of this contract by Purchaser, the following property, together with the rents, profits, REC FEE: 15.00 fixtures and other appurtenant interests (all called the "Property "), TRAAS FEE: 286.20 in St. Croix County, State of Wisconsin: COPY FEE: CERT COPY FEE: THE EAST HALF OF THE SOUTHWEST QUARTER (E % OF SW 1/4), EXCEPTING PAGES: 3 THEREFROM a parcel of land 11 rods square in the Southwest corner thereof to be used for school purposes only, IN SECTION SEVENTEEN (17), TOWNSHIP TWENTY -EIGHT (28) NORTH, RANGE SEVENTEEN (17) WEST. NAME AND RETURN ADDRESS Leo A. Beskar, Attorney TJ RODLI, BESKAR, BOLES & KRUEGER, S.C. 219 North Main Street, P. 0. Box 138 River Falls, WI 54022 ,' 024 - 1022 -10- 000; 0 0 4 4k' 024- 1022 -40 -000 2 0 Farce Identification N er . 1, i This is not homestead property. Purchaser agrees to purchase the Property and to pay to Vendor at such place as reasonably directed the sum of $95,400.00 in the following manner: (a) $ -0- at the execution of this contract; and (b) the balance of $ 95,400.00 , together with interest from date hereof on the balance outstanding from time to time at the rate of six percent (6*) per annum until paid in full, as follows: Monthly payments of interest only of Four Hundred Seventy Seven and 00 /100 Dollars ($477.00) per month commencing April 1, 2002, and monthly thereafter. Provided, however, the entire outstanding balance shall be paid in full on or before the let day of April, 2012. 7o110W_Ing any default in payment, interest shah accrue at t.:e rate of ten percent (lot) per annum on the entire amount in default (which shall include, without limitation, delinquent interest and, upon acceleration or maturity, the entire principal balance). Purchaser, unless excused by Vendor, agrees to pay monthly to Vendor amounts sufficient to pay reasonably anticipated annual taxes, special assessments, fire and required insurance premiums when due. To the extent received by Vendor, Vendor agrees to apply payments to these obligations when due. Such amounts received by the Vendor for payment of taxes, assessments and insurance will be deposited into an escrow fund or trustee account, but shall not bear interest unless otherwise required by Law. Payments shall be applied first to interest on the unpaid balance at the rate specified and then to principal. Any amount may be prepaid without premium or fee upon principa) at any time after date of closing. In the event of any prepayment, this contract shall not be treated as in default with respect to payment so long as the unpaid balance of principal, and interest (and in such case accruing interest from month to month shall be treated as unpaid principal) is lees than the amount that said indebtedness would have been had the monthly payments been made as first specified above; provided that monthly payments shall be continued in the event of credit of any proceeds of insurance or condemnation, the condemned premises being thereafter excluded herefrom. Purchaser states that Purchaser is satisfied with the title as shown by the title evidence submitted to Purchaser for examination except: Easements, restrictions and rights -of -way of record, if any. Purchaser agrees to pay the cost of future title evidence. If title evidence is in the form of an abstract, it shall be retained by Vendor until the full purchase price is paid. Yn, IIS- 16FbG[270 Purchaser shall be entitled to take possession of the Property on date of closing. Purchaser promises to pay when due all taxes and assessments levied on the Property or upon Vendor's interest in it and to deliver to vendor on demand receipts showing such payment. Purchaser shall keep the improvements on the Property insured against loss or damage occasioned by fire, extended coverage perils and such other hazards as Vendor may require, without co- insurance, through insurers approved by Vendor, in the sum of $ land only , but vendor shall not require coverage in an amount more than the balance owed under this Contract. Purchaser shall pay the insurance premiums when due. The policies shall contain the standard clause in favor of the Vendor's interest and, unless vendor otherwise agrees in writing, the original of all policies covering the Property shall be deposited with vendor. Purchaser shall promptly give notice of loss to insurance companies and Vendor. Unless Purchaser and Vendor otherwise agree in writing, insurance proceeds shall be applied to restoration or repair of the Property damaged, provided the vendor deems the restoration or repair to be economically feasible. Purchaser covenants not to commit waste nor allow waste to be committed on the Property, to keep the Property in good P Y. P P Y 9 tenantable condition and repair, to keep the Property free from liens superior to the lien of this Contract, and to comply with all laws, ordinances and regulations affecting the Property. Vendor agrees that in case the purchase price with interest and other moneys shall be fully paid and all conditions shall be fully performed at the times and in the manner above specified, Vendor will on demand, execute and deliver to the Purchaser, a Warranty Deed, in fee simple, of the Property, free and clear of all liens and encumbrances, except any liens or encumbrances created by the act or default of Purchaser, and except: Easements, restrictions and rights - of -way of record, if any. Purchaser agrees that time is of the essence and (a) in the event of a default in the payment of any principal or interest which continues for a period of 45 days following the specified due date or (b) in the event of a default in performance of any other obligation of Purchaser which continues for a period of 45 days following written notice thereof by vendor (delivered personally or mailed by certified mail); then the entire outstanding balance under this contract shall become immediately due and payable in full, at vendor's option and without notice (which Purchaser hereby waives), and Vendor shall also have the following rights and remedies (subject to any limitations provided by law) in addition to those provided by law or in equity; (i) vendor may, at his option, terminate this Contract and Purchaser's rights. title and interest in the Property and recover the Property back through strict foreclosure with any equity of redemption to be conditioned upon Purchaser's full payment of the entire outstanding balance, with interest thereon from the date of default at the rate in effect on such date and other amounts due hereunder (in which event all amounts previously paid by Purchaser shall be forfeited as liquidated damages for failure to fulfill this Contract and as rental for the Property if Purchaser fails to redeem); or (ii) Vendor may sue for specific performance of this Contract to compel immediate and full payment of the entire outstanding balance, with interest thereon at the rate in effect on the date of default and other amounts due hereunder, in which event the Property shall be auctioned at judicial sale and Purchaser shall be liable for any deficiency; or (iii) Vendor may sue at law for the entire unpaid purchase price or any portion thereof; or (iv) Vendor may declare this Contract at an end and remove this Contract as a cloud on title in a quiet -title action if the equitable interest of Purchaser is insignificant; and (v) Vendor may have Purchaser ejected from possession of the Property and have a receiver appointed to collect any rents, issues or profits during the pendency of any action under (i), (ii) or (iv) above. Notwithstanding any oral or written statements or actions of vendor, an election of any of the foregoing remedies shall only be binding upon Vendor if and when pursued in litigation and all costs and expenses including reasonable attorneys fees of Vendor incurred to enforce any remedy hereunder (whether abated or not) to the extent not prohibited by law and expenses of title evidence shall be added to principal and paid by Purchaser, as incurred, and shall be included in any judgment. Upon the commencement or during the pendency of any action of foreclosure of this Contract, Purchaser consents to the appointment of a receiver of the Property, including homestead interest, to collect the rents, issues, and profits of the Property during the pendency of such action, and such rents, issues, and profits when so collected shall be held and applied as the court shall direct. Purchaser shall not transfer, sell or convey any legal or equitable interest in the Property (by assignment of any of Purchaser's rights under this Contract or by option, long-term lease or any other way) without the prior written consent of Vendor unless either the outstanding balance payable under this Contract is first paid in full or the interest conveyed is a pledge or assignment of Purchaser's interest under this Contract solely as security for an indebtedness of Purchaser. In the event of any such transfer, sale or conveyance without Vendor's written consent, the entire outstanding balance payable under this Contract shall become immediately due and payable in full, at Vendor's option without notice. Vendor shall make all payments when due under any mortgage outstanding against the Property on the date of this Contract (except for any mortgage granted by Purchaser) or under any note secured thereby, provided Purchaser makes timely payment of the amounts then due under this Contract. Purchaser may make any such payments directly to the Mortgagee if vendor fails to do so and all payments so made by Purchaser shall be considered payments made on this Contract. Vendor may waive any default without waiving any other subsequent or prior default of Purchaser. All terms of this Contract shall be binding upon and inure to the benefits of the heirs, legal representatives, successors and assigns of Vendor and Purchaser. (If not an owner of the Property the spouse of Vendor for a valuable consideration joins herein to release homestead rights in the subject Property and agrees to join in the execution of the deed to be made in fulfillment hereof.) Standard Erosion Control Plan for 1 & 2 Family Dwelling Construction Sites According to Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, a soil erosion control plan needs to be 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. This Stan- dard Erosion Control Plan is provided to assist in meeting this requirement. Instructions: 1. Complete this plan by filling in requested information, completing the site diagram and marking (./) appropriate boxes on the inside of this form. 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. 3. Submit this, plan at the time of building permit application. Site Diagram Scale: 1 inch = feet EROSION CONTROL PLAN LEGEND _.PROPERTY LINE _ EXISTING DRAINAGE --^- TD TEMPORARY DIVERSION FINISHED -� DRAINAGE LIMITS OF GRADING SILT ♦-' FENCE STRAW BALES >: ?g}, GRAVEL O VEGETATION SPECIFICATION TREE PRESERVATION STOCKPILED SOIL Please indicate north by completing the arrow below. N- PROJECT LOCATION &Z Nd. S- At, M 004 ur S 1 4 01 BUILDER `L_L)Ob. :au ►itt1;" OWNER AIN +TCkmU6 Vu) —=Al,. WORKSHEET COMPLETED BY 'T o ctl he ��� DATE -0 EROSION CONTROL PLAN CHECKLIST 4 � Check (1) appropriate boxes below, and complete the site diagram with necessary information. Q Q� Site Characteristics North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways. 0 W Location of existing drainageways, streams, rivers, lakes, wetlands or wells. 0 [/ Location of storm sewer inlets. Location of existing and proposed buildings and paved areas. d The disturbed area on the lot. Rr Approximate gradient and direction of slopes before grading operations.' Mr Approximate gradient and direction of slopes after final grading operations. ❑ Overland runoff (sheet. flow) coming onto the site from adjacent areas. Erosion Control Practices eJ O 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. 2 Location of gravel access drive(s). Note: Gravel 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). ❑ 4 of sediment controls (filter fabric fence, straw bale fence or 10 -foot wide vegetative strips) that will pre- vent eroded soil from Leaving the site. .0 Lvl' Location of sediment barriers around on -site storm sewer inlets. - O El of diversions. Note: Although not specifically required by code, it is recommended that concentrated 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. ❑ hd 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 by seeding with use of erosion control mats. Y" Location of practices that will control erosion in 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 drain:; 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.) ❑ IF of other planned practices not already noted. s _ L CQ t - Xapo - __- 1 U' I F A s a �a ` c am Indicate management strategy by checking the appropriate box: c� Q �0 Management Strategies D Lid' 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 1st and September 15th), or by other cover, such as tarping or mulching. 6a' Permanent stabilization of site by re- vegetation or other means as soon as possible (lawn establishment). Indicate re- vegetation method: Seed I" Sod ❑ Other ❑ Expected date of permanent re- vegetation: _ _Sari Zoo Re- vegetation responsibility of: Builder ❑ Owner /Buyer Cr Is temporary seeding )r mulching planned if site is not seeded by Sept. 15 or sodded by Nov. 15? Yes ❑ No ❑ ❑ euse 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. oe Trapping sediment during dewatering operations. Note: Sediment -laden discharge water from pumping operations should be ponded behind a sediment barrier until most of the sediment settles out. © 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 barrier's height. Breaks and gaps in sediment fences and barriers will be repaired immediately. Decomposing straw bales will be replaced (typical bale life is 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. • Gravel 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 Chapters ILHR 20 & 21 of 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 State of Wisconsin Document Sales, 608/266 -3558. Erosion Control for Home Builders (GWO001) can be ordered through Cooperative Extension Publications, 608/262 -3346 or the Department of Industry, Labor and Human Relations, 608/267 -9360. EROSION CONTROL REGULATIONS UNIFORM DWELLING CODE (DILHR) PROJECTS AFFECTED MAINTENANCE AND WASTE DISPOSAL • All new 1 and 2 family dwellings in Wisconsin started • Sediment controls must be maintained until the site is on or after December 1, 1992. stabilized by mulching and seeding, sodding or • Additions to dwellings built after June 1, 1980. landscaping APPLICATION PROCESS • All building waste must be properly disposed to pre- • Erosion control plan must be submitted with building vent pollutants and debris from being carried off -site permit application to the local building inspector in ENFORCEMENT communities where the dwelling code is enforced • Erosion control inspections will be made during other • Erosion control plan must show: regular inspections (footing and foundation, rough con - - Location e' the dwelling, other buildings, wells, sur- struction, final, etc.) face waters and disposal systems on the site with • Violations must be corrected within 72 hours respect to property lines • Stop work orders may be issued for noncompliance -- Direction of all slopes on the site FOR MORE INFORMATION, CONTACT .—Location and type of erosion control measures • Local building inspector CONTROLS REQUIRED • Department of Industry, Labor and Human Relations • Silt fences or straw bales along downslope sides and side (DILHR), Safety and Buildings Division, P.O. Box slopes 7969, Madison, Wisconsin 53707, (608) 267 -5113. • Gravel access drive • 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 . STORMWAfER PERMIT (DNR) PROJECTS AFFECTED — Proposed erosion and storm water pollution control • Any construction project that disturbs 5 acres or more practices during and after construction • Smaller sites that are part of a planned development — Documentation that an erosion control and storm involving 5 acres or more of land disturbance water management plan which meets DNR standards • Effective October 1, 1992 for any new or continuing has been prepared (plan does not need to be submit- ted with the application) project • Exceptions: Indian tribal lands and work done by local - -Other information related to site location and per - government staff, nu holder APPLICATION PROCESS CONTROLS REQUIRED • File a "notice of intent" application (Form #3400 --161) • Erosion control measures specified in the Wisconsin. with the Department of Natural Resources (DNR) 30 Construction Site Best Management Practice Handbook days before construction begins • Measures to control storm water after construction • Application must include: FOR MORE INFORMATION, CONTACT — Timetable for land disturbing activities and installa- . Department of Natural Resources, Storm Water Per- tion of erosion control measures including project mits, P.O. 7921, Madison, WI 53707 -7921, (608) start and completion dates 266 -7078 LOCAL ORDINANCES Check with your county, and city, village or town for any local erosion control ordinances including shoreland zoning requirements. 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. A publication of the University of Wisconsin - Extension, in cooperation with the Wisconsin Department of Natural Resources and Depart- ment of Industry, Labor& Human Relations, Ron Struss, UWEX Water Quality Specialist, Western Area, and Carolyn D. Johnson, UWEX Water Quality Specialist, Southeast Area. University of Wisconsin- Extension is an EEO /Affirmative Action employer and provides equal opportunities in employment and programming, including Title IX requirements. GW0001A Standard Erosion Control Plan for 1& 2 Family Dwelling Construction Sites t-06-93-ism-l" R EROSION CONTROL FOR HOME BUILDERS Controlling Erosion is Easy Erosion control is important even for home sites of an acre or less. The materials needed are easy to find an&- relatively inexpensive —straw bales or silt fence, stakes, gravel, plastic tubes, and grass seed. Putting these materials to use is a straightforward pro- cess. Only a few controls are needed on most sites: • Preserving existing trees and grass where possible to a prevent erosion; • Silt fence or straw bales to trap sediment on the down- ' slope sides of the lot; By controlling erosion, home builders keep our streets • Soil piles located away from any roads or waterways; and waterways clean. • Gravel drive used by all vehicles to limit tracking of mud Erosion Is a Costly Problem onto streets; Eroding construction sites are a leading cause of water • Cleanup of sediment carried off -site by vehicles or quality problems in Wisconsin. For every acre under con- storms; struction, about a dump truck and a half of soil washes into a nearby lake or stream unless the builder uses ero- *Downspout extenders to prevent erosion from roof sion controls. Problems caused by this sediment include: runoff; and Local taxes — Cleaning up sediment in streets, sewers and • Revegetating the site as soon as possible. ditches adds extra costs to local government budgets. Dredging —The expense of dredging sediment from lakes, harbors and navigation channels is a heavy burden for taxpayers. This fact sheet includes the diagrams and Lower property values— Neighboring property values are step -by -step instructions needed by builders damaged when a lake or stream fills with sediment. on most home sites. Additional controls Shallow areas encourage weed growth and create may be needed for sites that have steep boating hazards. slopes, are adjacent to lakes and streams, Poor fishing —Muddy water drives away fish like north- receive a lot of runoff from adjacent land, ern pike that rely on sight to feed. As it settles, sediment or are larger than an acre. j smothers gravel beds where fish like smallmouth bass find If you need assistance, contact your . local food and lay their eggs. building inspector or erosion control office. Nuisance growth of weeds and algae— Sediment carries fertilizers that fuel algae and weed growth. GWO001 Erosion Control for Home Builders. Additional copies are available from Cooperative Extension Publications, 30 N. Murray St., Madison, WI 53715, 6081262 -3346 or DILHR, Local Program Services, P.O. Box 7969, Madison, WI 53707 - 7969, 6081267 -9360. • ,i • Erosion Con For Ho STRAW BALE or SILT FENCE • Put up before any other work is done. • Install on downslope sides of site parallel to contour of land. • Extend ends upslope enough to allow water to pond behind fence. • Mury 8 inches of fabric in trench (see back page). • Stake (2 stakes per bale). SAMPLE EROSION Leave no gaps. Stuff straw between bales or overlap sec- CON OR L LAN tions of silt fence FAMILY i DWELLINGS rain. ev /2 inch D WE Inspect and repair once a week and after ery rain. Remove sediment if deposits reach half the fence \ height. Replace bales after 3 months. • Maintain until a lawn is established. SOIL PILES \ • Locate away from any downslope street, driveway, \ stream, lake, wetland, ditch or drainageway. TD ,/ \ • Temporary seed such as annual rye or winter wheat is / \i recommended for topsoil piles. AREA TO BE TOPSOILED, SEEDED AND MULCHED BY OWNER AT THE HOUSE GRAVEL DRIVE COMPLETION OF I GARAGE I _ • As soo n a possible, s po b install a single gl access drive using CONSTRUCTION TD TDI 2- to 3 inch aggregate. • Lay stone 6 inches deep and at least 7 feet wide from \ \ the foundation to the street (or 50 feet if less). TD A� �� • Use to prevent tracking mud onto the road by all i vehicles _ _ TD • Maintain throughout construction. R/W LINE SEDIMENT CLEANUP • By the end of each work day, sweep or scrape up soil SOIL TYPE: SILTY CLAY STREET NAME tracked onto the road. SLOPE: 3% • By the end of the next work day after a storm, clean up the soil washed off -site. SEWER INLET PROTECTION �' ,tea{ • Protect on -site storm sewer inlets with straw bales, silt your, fences or equivalent measures. t • Inspect, repair and remove sediment deposits after every • Is with 3001 eet storm. •.s �v► IAO few • � j'l?�atef'�vRy pt" � �. 16: tep - DOWNSPOUT EXTENDERS • tei runoff ©>�t, 0af_ • Not required, but highly recommended. adjacent land R • Install as soon as gutters and downspouts are completed • His more than an .A'00 0 F to prevent erosion from roof runoff. For information on� r • Use plastic drainage pipe to route water to a grassed or these sites, call your , or paved area. erosion control office. • Maintain until a lawn is established. trot P ne Sites PRESERVING EXISTING VEGETATION • Wherever possible, preserve existing trees, shrubs, and other vegetation. • To prevent root damage, do not grade, place soil piles, or park vehicles near trees marked for preservation. • Place plastic mesh or snow fence barriers around trees CONTROL LEGEND to protect the area below their branches. PROPERTY LINE N EXISTING REVEGETATION TOPSOIL — _ DRAINAGE Seed sod or mulch bare soil as soon as possible. — TD TEMPORARY DIVERSION DRAINAGE FINISHED SEEDING AND MULCHING '- SWALE —' DRAINAGE .Spread 4 to 6 inches of topsoil. LIMITS OF • Fertilize and lime if needed according to soil test (or GRADING apply 10 lb./1000 sq. ft. of 10 -10-10 fertilizer). SILT FENCE • Seed with an appropriate mix for the site (see table). STRAW • Rake lightly to cover seed with '/a " of soil. Roll lightly. �♦ BALES • Mulch with straw (70 -90 lb. or one bale per 1000 GRAVEL sq. ft 1 VEGETATION • Anchor mulch by punching into the soil, watering or CONSTRUCTION Q SPECIFICATION b u netti or other measures on st e e p slo pes. TREE • Water gently every day or two to keep soil moist. Less PRESERVATION watering is needed once grass is 2 inches tall. STOCKPILED SOIL SODDING SCALE: 1 " = 40' • Spread 4 to 6 inches of topsoil. �- PROJECT LOCATION: • Fertilize and lime if needed according to soil test (or EXISTING CURB PROPERTY OWNER: apply 10 lb. / 1000 sq. ft of 10 -10-10 fertilizer). AND GUTTER ANTICIPATED STARTING DATE: i CONTRACTOR: • Lightly water the soil. ANTICIPATED COMPLETION DATE: • Lay sod. Tamp or roll lightly. 1 PREPARED BY: DATE: • On slopes, lay sod starting at the bottom and work toward the top, laying in a brickwork pattern. Peg each k piece down in several places. f � • Initial watering should wet soil 6 inches deep (or until Z . water stands 1 inch deep in a straight -sided container). t by" Weight Then water lightly every day or two to keep soil moist Site but not saturated for 2 weeks. ' • Generally, the best times to sod or seed are early fall eu kf bl)�ss tq l5% 70014, (Aug. 15 -Sept. 15) or spring (May). P s ;15�fo 15%, If construction is completed after September 15, final seeding should be delayed. Sod may be laid until rye;, 3-4 4-5 November 15. Temporary seed (such as rye or winter (tb. 1f1(10 sq ft.) wheat) may be planted until October 15. Mulch or mat - ting may be applied after October 15, if weather permits. Source. R.C. Newman, Lawn Establishment, vw- Exrension, 19". Straw bale or silt fences must be maintained until final seeding or sodding is completed in spring (by June 1). Commonly Used &.asion Controls Straw Bale Figure 2 —How to Install a Straw Bale Fence Fences 1. Excavate a 4" deep trench. 2. Place bales in trench with bind ings around sides away from the Figure 1 —Cross Section �� - • bales.d. Leave no gaps between of Straw Bale Installation yam— • %/� .� �'f�'��'•� ^ "Ffi. Staked and Entrenched �l �� 4 Binding Wire Straw Bale Flow i� , Bale ► �::; "• or Twine Compacted Soil to Width I I ! I II I Prevent Piping Filtered I� II II. Sediment Laden 3. Anchor bales using two steel re- Runoff ( ' I� I Runoff bars or 2" x 2" wood stakes per Flow -� -� bale. Drive stakes into the ground at least 8". 4. Backfill and compact the i = excavated soil. Source: Michigan Soil Erosion and Sedimentation Control Guidebook, 1975. IA i Flow /�� , �' II. Flow ; Silt Fences Figure 4 —How to Install a Silt Fence 1. Excavate a 4" x 4" trench along 2. Stake the silt fence on downslope Figure 3 —Cross Sections the contour. side of trench. Extend 8" of of Trenches for Silt Fences �, /, ! fabric into the trench. / Filter Fabric Flow A 11 a r I IIII Imo' 3. When joints are necessary, over- � lap ends for the distance between Flow /�� v- trencn I Ir�.�lll two stakes. 4. Backfill and compact the excavated soil. Filter Fabric --o V , 111 A . : +" :.' I IIII I l I IIIII =� 4 " >Ili i= Source: North Carolina Erosion and Flow Sediment Control Planning and Design Manual, 1988. Flow i Gravel Entrance 1. Install as soon as possible after Figure 5 —How to Install a Gravel Entrance start of grading. � O Hard surface 2. Use 2 to 3 inch aggregate stone. road 3. Drive must be at least 7 feet wide 50' or distance to foundation and 50 feet long or the distance to the foundation, whichever is less. 6" minimum �, depth 4. Replace as needed to maintain 6 inch depth. A publication of the University of Wisconsin- Extension, in cooperation with the Wisconsin Department of Natural Resources and Depart- ment of Industry, Labor and Human Relations, Carolyn D. Johnson, Urban Water Quality Educator, UWEX Southeast Area. University of Wisconsin- Extension is an EEO /Affirmative Action employer and provides equal opportunities in employment and programming, including Title IX requirements. 1 GW0001 Erosion Control for Home Builders R -06- 93- 15M -25-S