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022-1065-10-040
Wisconsin, Deportment of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety Ind Building Division Sanitary Permit No: • INSPECTION REPORT 395205 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: Teasdale, Tim I Kinnickinnic Township 022 - 1065 -10 -040 CST BM Elev: Insp. BM Elev: BM Description: a 3 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark j Gt/� s Z 80 3. 2.3 .3 Alt. BM ' Dosing ®� (� (D _ - Bldg. Sewer ` UL 2 3 q 17 Holding, t Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO PIL WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom � � 3 / -- w o Dosing {. , Y , Header /Man. Aeration ( O Dist. Pipe �0 1k 3.03 O3 Holding' eot. System L G 1- 3'Z3 .� Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand St Cover . S GPM Model Number TDH Lift Friction Loss System Head TDH Ft 3 6 t O ZZ � l Forcemain Lengh Dist. to Well z � Q6. 9 SOIL ABSORPTION SYSTEM to If BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS / S _ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACH anufacturer: INFORMATION CHAMBER-6' HAMBER O Type Of System P � /'r UNIT Model Num DISTRIBUTION SY EM l U Header /Manifold IDistribution x Hole Size I x Hole Spacing Vent to Air Intake Pipes) / ( N ) �! I/ I/ -> c/ �- Length Dia 1 1-engt h Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of x xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes ❑ No X Yes [] No COMMENTS (Include code discrepancies, persons present, etc.) Inspection #1: O Inspection # Location: 1376 Friar Tuck Lane River Falls, WI / 54022 (NE 1/4 NE 1/4 23 T28N R18W) NA Lot 7 Parcel No: 23.28.18.35340 1.) Alt BM Description =h �� � w 9d.k { v c ` L 9ra4r 0' 6� y)k' k1w Z/ /, 2.) Bldg sewer length = 'yt N S, l ✓ 4/�GI 1 6 L 4 k) �. (�LSiq).2r' - amount of cov r / 1« 4 a ' Gtf►�i� je 3) syS{d,,,, /y fa, wwueo( S(/9 (y �o G�uOcd� exGtSs�u� Q rr nt I(&+.* a" po5s ;6/. /.f iiwe 6ef6ae-k j"kej .p See of,%L✓% s Plan revision Required? {I Yes O No _ I �— Use other side for additional information. L-- l Date insepcior's Signature Cert. No. SBD -6710 (R.3/97) I, K 1 r� i gN�l�' 2 sZ 615e vLL' JIV 1. lot 1 �Oy.�f vv\ S/t u 6N 7ff4f G�Crc CM S :S /i,� W� Ori9�nal /�JOr:•YS Safety and Buildings DivisAn County 201 W. Washington Ave., P.O. Box 7162 iseonsin Madison, WI 53707 - 7162 Site Address qT Department of Commerce t dip , r Sanitary Permit Number Sanitary Permit Applicatio � In accord with Comm 83.21, Wis. Adm. Code, personal information you provide 11 Check if Revision may be used for secondary Privacy Law, s15. 1 m I. Application Information - Please Print All Information '� I. D. Number Property o wn Name AU o) , eel P arc ° r on Property Owner's Mailing Address / "�+ S T 0-1D N, g O V Lot 7 L21ock Number J � City, State Zip Code Phone 0I 7 1T � v' on Name CSM Number H. Type of Building (check all that apply) [? ❑City K 1 or 2 Family Dwelling - Number of Bedrooms s'e U.t v a Y y �kt P ❑village ❑ Public/Commercial - Describe Use >ffownship i ry We j to r C_ L� ❑ Statc Owned Nearest Road Fr_ �qr '�'ySC C.- 1 " t K� M. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A �to y use 17 New 2 ❑ Replacement System 3 ❑ Replacement of 6 S stem Tank Onl E B. ❑ Check if Sa nitary Permit Previously Issued Permit Number Date Issued 1V. Type of Permit: (Check all that apply)(numbering scheme is for internal use) 44 ❑ Non - Pressurized In- Ground 210 Mound 47 [1 Sand Filter 50 ❑Constructed Wetland 22 -Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line <zx At G 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other . D' ersalPlYeatment Area Information: coo 7 " Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required Proposed Rate(Gals./Days/Sq.Ft.) (Min./Inch) / )oO 1 2r"' E� yr 60*0 [�0v � 5�0 0,1 /V#- /V#- j o ldi,6 VI. Tank Info Capacity in Total Number Manufacturer I Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks v Septic or Holding Tank ` _ [2-q Dosing Chamber $p� t V OhE11: VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Si cure Mp/MPRS Number Business Ph N ber GO b ��0 `iq V S D,7 7�S 9� 72�1� V v(•e �t'vl Pr Plumber's Address (Street, City, State, Zip Code) ch d C, ` Yo VIII. Cotmt /De artment Use Onl Approved Disapproved Sanitary Permit Fe (includes Groundwater Date Issued Agent Signature (No Stamps) Surcharge Fee) t rse a I ❑ Owner Given Initial Adve � Z S � tp � t � �, Determination 1X. Cond i t ions of if Approval/Reasons Ll proval/Reasons for Disapproval V�tUkA cV v,-.S+ 6" N..Gi PC le""n uA.G4"" 4 f ��l 1-icq `1• Yf A �ti• �s �.�1 -�,z, f (/ complete (to County only) for the cyst on pa not than 81/2 x l inches ip size SBD—M8 (R. 05101) r Safety and Buildings t /, r ^ 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 ' TDD #: (608) 264 -8777 % www.commerce.state.wi.us /sb *ksconsin �` ; www.vAsconsin.gov Department of Commerce � Scott McCallum, Governor Brenda J. Blanchard, Secretary i , • 7 July 10, 2001 CUST ID No.691727 ATTIC• POWTS Inspector i ARTHUR L WEGERER ZONING OFFICE 421 N MAIN ST ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/10/2003 Identifi 6Number Transaction ID No . 65 SITE: Site ID No. 632367 Timothy & Laura Teasdale - Friar Tuck Lane Please refer to both identification numbers, St. Croix County, Town of Kinnickinnic above, in all correspondence with the agency. NE1 /4, NEIA, S23, T28N, R18W Subdivision: Proposed CSM FOR: Description: Four Bedroom At -grade System Object Type: POWT System Regulated Object ID No.: 800515 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. 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 "At -grade Component Manual Using a Pressure Distribution System for Private Onsite Wastewater Systems" SBD- 10570 -P (R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10573 -P (R.6/99). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. The owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the at -grade r:amial, and section VI of the pressure distribution component manual are complied with. A copy of this letter including instructions and information regarding proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. Inspection of the private sewage system installation is required. • Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • 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. �f ARTHUR L WEGERER Page 2 7/10/01 • 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 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. Sincerely, FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 Gerard M. Swim POWTS Plan Reviewer - Integrated Services 608 - 789 -7892 Mon - Fri 7:15 AM to 4:30 PM WiSMART code: 7633 jswim@commerce.state.wi.us cc: Timothy Teasdale TITLE SHEET Page of - 1 AT -GRADE SYSTEM FOR A BEDROOM RESIDENCE This plan has been prepared in accordance with the At -Grade Com o p vent Manual SBD- 10570 -P and the Pressure Distribution Manual SBD- 10573 -P ( ?. b /age C 2. 6 /ci I') = LOCATED IN THE NE 1/4 OF THE JV 1/4 OF SECTION , T Z8' N, R TOWN OF `- ,jQ r`1 1 e Nmz Q LQ. S_T CIZ.o LK COUNTY, WISCONSIN. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMENT: 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 - r Mr tt Lf - r v lit f�Le RECEIVED o $ �ZTS w s�1 z3 JUN 2 6 2001 SAFETY & BLDGS DIV. PREPARED BY 1�JEGEI�EFZ SL3I L .TEST S NG AND. 3�ES 2 G;V SERV = CE P.O. Box 74 421 N.9ain St. River Falls, WI 54022 Phone 715- 425- 0165��o�� Fax 715-464 - �� P. itionallY '� • °~• cond�` tOV " wF_ EF:EF Ej D- P APPi rMERCE �Lewoan,. E OF COM blo was. OEPARTM � - DIYISWM OF .. • 7" SEE CORK *4 %46U 600 1W 6 Z.S -01 • JOB NO. 0 1 -1q9 i t I I r At -grade System Plan Pursuant to Comm 83.54, Wis.Adm. Code Page Z-of 7 Seotic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be leaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 113 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 geimerally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Building" Division. Pumo 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. At-grade Com onent and Pressure Distribution System No -trees or shrubs should be plante or allowed to grow on the component. Plantings may be made around the perimeter and the component shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost most enetration. p Traffic (other than for vegetative maintenance) on the component is not allowed. Cold weather install- ations require the component to be heavily mulched for frost protection. Influent quality into the at -grade system may not exceed 220mg /L BODS, 150 mg /L TSS and 30 mg /L FOG. Influent flow may not exceed the maximum design flow specified in the permit for this installation. The pressure distnbution 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 for effluent ponding. Ponding levels should be reported to the owner and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring in accordance with 83.52 (2). General This system shall be operated in accordance with Comm '82 -84 Wis.Adm.Code and shall be maintained in accordance with it!s component manual SBD 10570 -4 (8.6/99) and local and 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 Conan 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 84nches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component Ccnf3naencv Plann . if the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the ' s proper operating conditio _ W& dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shag be Immediately repaired or replaced with a component of the same or equal performance. If the at -grade component fails to accept wastewater•d`r - to discharge wastewater to the ground surface it may b y e necessary to install an aerobic pre- treatment unit or .replace the component. Additional - P ional site and soil evaluations may'aeed to be done and additional plans may to be prepared and appioved by the Department of Commerce, Safety and Buildings Division. . Questions.about the operation or maintenance of this system should be directed to: The County Zoning Office at 1 L S- 3 ��- �6 80 ST'• Ct2JJ t • The system installer at — The tank manufacturer at % 32.5 SPgs 6 vv 1S��_z ENZ The effluent filter' manufacturer at X00 - Z11 -S lg"L Zp�� IFL V\. 6 30 8ZA -LL. 0 60U\-�s PLOT PLAN Scale I"= Sp Page 3 of �] r 3 Z u. Z6 c4n1mvR D m.1D0.2.S' � b LL too - 25 <} �1ti 0� (i al 2 � \ \ Jr ZO'�F q`�UC gr11 Sa x 0 j �C S t tt l OT 8 LUT S t"O Sew �oU �o�r 1ZD . NOTES: I. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( y required). 3. Septic tank to be \Z /9600 gallon capacity manufactured by ' 1 COti.I e-2.Ery� W/ l$ Zit Ft L`c 4. Bench mark g Lziz- prBO U �. Divert surface water around system to prevent ponding at the uphill side. Io L >5 B >5 5' " 2 I A o O - t l�, k - Z t1 s ,K fi6GRcTt'6R'it PVC�.v`1. W IC 7 Z L— o pLveS —5 1/6 B 1/6 B A Linear Loading Rate = B•o GPD /LN FT Design Loading Rate= p.WGPD /SQ FT w = 31 r-t „ _ _ Distribution Observation Well .s� -- Lateral mow_ Ito.z Soil Fabric P5 r� / r• ,,.��i.;; ��� �,r 1 Cover V. T 2tt o ;\ 1bPS0 \l. 1 l :. \\`' i// `�•�''� I `�� �� /' 1 iii ly"^ �Zyo St.o� 2:5 A r2' C A r2' >5� Plan View and Cross Section of a Wisconsin P_t•-orade Unit with WO - - - - -- Absorption Areas With in a Single Unit on a Sicoi.*_g Site Distribution Pipe Layout Pd ere of Place the holes at the bottom of the distribution pipes at equal spacing. Remove all burrs from the pipe and holes. Extend the end of each lateral up with the use of long tum or =5' fitting to a point within six inches d the final grade. Terminate the ends of the laterals with a valv;,-Shreaded can or - threaded plug. Provide access from final grade for the valve' threaded ' Q eap or thre..ded pIu,. Lateral Manifold x x x x x!2 Lateral Lenath P C- J C F. r-7 . - P Ft, Hole Diameter 8 Inch -" Lateral ° l 1 2 . Inches) S l S_ Ft. � - . X Z Inches Manifold " L• Inches Force Main ° Z Inches l of holes /Pipe 3I Invert Elevation of- Laterals loo Z sFt. 38'X0.1(= 15•S$xZ= 1 1.16 6f>m _ = Combination Se'4c:Tank and PUM CHAMBER CROSS SECTION AMA SPECIFICATIONS PAGE OF -] f' WEATHER PJCOOF -VEUT CAP JUIJCTIOW BOX . 4 VEIJT PIPE APPROVED LOCKING 1 10' FROM DOOR.. tIOA POLE COVER AJI•M :tltJ00W OR FRESH Z LuP`RtJ11J�. �"p`gEt'' u�sP�g1o>v PIPE A .R II,ITAKE S ca.�culr • w �>ll'ttZTl s ttT• trrP � t G 1 �Kta PROVIDE I INLET ;; �i AiKT1r KT SEAL I I I SAFFtCS � � I III V Approved Z�- ��' I I II Approved I it joint w/ joint w/ ALARM PVC pipe PVC pipe o I II • I I - I f ou C g LLCY b - 'S FT PUMP - OFF T COWERE 6LOGK K15EIt EXIT PERMITTED OQLtJ IF TAWK MAUUFACTURER HAS SUCH APPROVAL — SEPTIC E SPECIFICATIOUS 111 DOSE TAWK MA LIUFACTLIRER. W 1ESeZ CONJ IJUMBER OF DOSES: L) PER DAB TAMK SIZE : 12 1 GALLOWS D05C VOLUME r ALARM MAUUFACTUILER: - S'S. IAICLUDING BACKPLOW: I GALLONS MODEL IJUMBCR: 1W IiW CAPACITIES: A= Z O IMCKCS OK L411 _ l ,, GALLOU S SWITCH TUPE: ��CU�L! 5= Z IIJCHES'OR L 'I• L Z G{►LLOUS PUMP MANUFACTURCIL: Gov �-D g c= Q -7 MCHES OR 14 q* GALLOWS MODEL NUMBER:. - 3� �11 �4 5. D = _=L_ INCHES 09 1 gS &ALLOWS SWITCH TYPE: UOTE: PUMP AMD ALARM ARE TO 51 Z- " 6 MINIMUM DISCHARGE RATE 3I • L lo GPM INSTALLED OU SEPARATE CIRCUITS VERTICAL DIFFERENCE OETWEEU PUMP OFF AUD DI5TRIBUTIOW PIPE.. O FEET f MIMIMUM • METWORK SUPPLY PRESSURE . . , -S - FLET (S- OYt1. +- L 1 S FE ET OF FORCE MAIN X �' 04 Fy 100 FLFRICTIO►1 FACTOR.. Z' 50 FEET TOTAL DtIUAMIC HEAD = 1�•W0 FEET As per manufacturer 2 -U • bO gal /in. Liquid depth 3$ H Y • 1 f Goulds 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. Available for automatic and tic cover with integral handle • Farms Motor: manual operation. Automatic and float switch attachment • Heavy duty sump • EPO4 Single phase: 0.4 HP, models include Mechanical points. R 115 or 230 V, 60 Hz, 1550 Float Switch assembled and duty • Water transfer ■Power Cable: Severe du PM, built in overload with t t • Dewatering � , preset at the factory. rated and water resistant. automatic reset. ■Bearings: Upper and lower RP 115 V, 60 Hz, 1550 RPM, , SPECIFICATIONS • EP05 Single phase: FEATURES heavy duty ball bearing Pump: construction. EPO4 built in overload with ■ EPO4 Impeller: Thermo- . • Solids handling capability: automatic reset. plastic Semi -open design 3 /4' ma)amum.:_; x • Power cord: 10 foot with pump out vanes for AGENCY LISTING • Capacities: u to 55 GPM. standard length, 16/3 SJTO mechanical sea! protection. CO. CanadlanStaniardsAssociauon _ -: otal heads: u up to 24 feet. with three prong grounding Discharge size: 1 1 /2' 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 "F" 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. i _ • Fasteners: 300 Series METERS FEET stainless steel. 10 • Capable of running z .F dry without damage to 9 30 I components. Pump: EP05 ° ' 8 • Solids handling capability c 25 _ _ 3 /a" maximum _ d . 7 '.Capacities. up to 60 GPM r= • Total heads: up to 31 feet s 20 -'1L Discharge size : l' /z NPT. Z 5 • Mechanical seal: carbon= rotary/ceramic - stationary , a 4 15 BUNA -N elastomers o i ..1 3 r, l • Temperature ;r s io' 104 ,F (40 °C) continuous_.. 140 °F (60 intermittent. 2 0 _ 00 1 , 20 30 40 50 GPM L 1 1 1 1 1 1 0 2 4 6 8 10 . 12 m CAPACITY - 01995 Goulds Pumps, Inc. Effective May, 1995 isconsin Department of Commerce SOIL EYAM REPORT of Page 3 ivision of Safety and Buildings i , in accordance with C0 * Ws. Adm: Cogef^ Attach complete site plan on paper nothess than 8 1/2 x 11 0406s es in size. t ounty S CC2� `I include, but not limited to: vertical and horizontal reference t,(BM),Yo percent slope, scale or dimensions, north arrow, and locati�ra an, d distance to near P cel I.D. pwOlw G Please print all informatic►fr. � t `' Reviewed by Date Personal information you provide may be used for seconds u secondary P rpo�E;f (privacy Law. 615 Property Owner ocation F}}J`t�Yp tJ`j S(}Yl#._ Fl , 8�t �1 1/4 MF 1/4 S Z3 T Z Z N R. !S E (o W Property Owner's Mailing Address Lot # �S o # Subd. Name or CSM# t 31. S �'c. � p,. � Tv ch. LR�nf � • _ - _ �PoS� CSI'�1 City State Zip Code Phone Number ❑City ❑ Village Town Nearest Road RtU m F - frLLt L it I S 072 1 CI 1S) L1Z6 - s4 4 V 10 I FZ1A[ZTvcSrc Lwow ® New Construction Use: ❑ Residential / Number of bedrooms ? Code derived design flow rate 7 GPD C] Replacement ❑ Public or commercial - Describe: Parent trieterial ��1�,� S�p)Ut lJ p ptyuDS Flood Plain elevation if applicable_ N • ft General comments and recommendations: ���pp"U"l P'iV PrT _ 6 R-A DL S Boring # ❑ Boring , ® pit Ground surface elev. Q 6 fL Depth to limiting factor L_ in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft In. Munsell • ` Qu. Sz. Cont. Color Gr. Sz. Sh. - Eff#1 - Eff#2 zt O`1 3L3 — 1`�S i`Sbk Yn Vf-, P- yly _ t�sbk mv'f►- -q _6 44 L(6 ss fo yrZ s/b T I — Boring # ❑ Boring ® Pit Ground surface elev. C 1 0 ft Depth to limiting factor Z ,n, Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#•I - - Eff#2 o- S �iyj 2z I z. — r '�s 1 esb>z M y fl- Z S - LO `1 '�S CSbk vrl V'Pt- N_.LV QZ -53 ►�v S � — .: ti0` -126 t. SSBR = -.. •. -. p_ :- °..9..._. . Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mglL - Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L CST Name (Please t Prin) `:: , .�- I — .- —..�- � .- ,,,,. 9�t� . CST Number Arthur L: °We O l = $8 - 8 220254 Address Wege r e r Soil Testing ` & Design S e rvi c e Date Evaluation Conducted Telephone Number 421 14. Main St. River Falls, WI 54022 S _$.bl 715 - 425 - 0165 kYisgonsin Department of Commerce SOIL EVALUATION REPORT Page { of " `Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper nothess than 8 1/2 x 11 inches in size. Plan must include, but not limited to: ve n a d horizontal reference point (BM), direction and P r ce W II .D. � 1 a G percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Q Please print all information Revi ed by Dat Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 6 Property Owner Property Location Q P 19 �`� S1�1'1� -6ovL-I:et )v� 1/4 NE 1/4 S Z 3 T Z$ N R 18 E (o& Property Owner's Mailing Address Lot # A BI ck # Subd. Name or CSM# 131. S � t P • �Z Tu c� L.Pnv E -- �O AoS� C.SH City State Zip Code Phone Number ❑ City ❑ Village [ Town Nearest Road RLV �ft W SVo 7 - ( Z 15) LIZ6 - sy,y, 1 Q_1M JjCW_L�j1`1 IC Ft QlvCS�c Lw�� ® New Construction Use: ❑ Residential / Number of bedrooms ? Code derived design flow rate aF �GPD ❑ Replacement ❑ Public or commercial - Describe: 'r IS Parent niaterial LM jb Flood Plain elevation if applicable e'" ft. General comments and recommendations: ^ Rti"l1"l �?• ,� Pr1v PST - G 2 A DL S K S T��t . L,... G v� i F-11 Boring Boring # ❑ x '1.6 ft . Depth to limiting factor �l in ®pit Ground surface elev. . . - R 'Sotl Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 It zt - l�s tesb�C m �, v� S 1�P .q lo`21i 3l3 — 1 S L �Sbk m 'V - ft- C_ Lv • '4 -� 3 3i -�16 113`lZ VJY — -�, ti�sbk M v T>_ C-L., 1tit v Boring # ❑ Boring Z ® pit Ground surface elev. Q 0 fL Depth to limiting factor z in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 r' 1esb'r_ Mvi-v Q-S lv� q .� - 3 z� -�Z 10`1 R y! - S 1 es bk. m v 'P►- ew _ , 14 . �i S 1 b C1 Oltv� .. •6 S S3 - LO` l26 L SSBR - . 0... • Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 _< 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) ignature CST Number Arthur L: [degerer 220254 Ad dress W e g e r e r Soil Testing & Design Service Date Evaluation conducted Telephone Number 421 N. Main St. River Falls, WI 54022 S_$_UI 715- 425 -0165 f • • ., , Property Owner — — Tf s, Vq Parcel ID # Page Z of 3 Boring # ❑ Boring ` ® Pit Ground surface elev. 0 0 O ft. Depth to limiting factor SC in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft= In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 tio-t %L z-LZ — 1`Fs 1 C-Sb1 vvi v `t,3 1 v • V • 6 Z S Z to Lt a- 3 Ll 1 `F3 t C-A►Z W, V 'R- d-Lv - -� 3 ?-4 -SID lL fL �� - s 1 cs b k. Yd v TV 0-s s L - 1 5 K2 5 VVI\J T ❑ Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /f 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 - • ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in, Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft' In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 • Eff#2 • Effluent #1 = BOD, > 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 department at 608-266-3151 or TTY 608- 264 -8777. SOD4330 (8.&W) I PLOT PLAN Page --s of 3 Scale 1'='50 ' 3Zu_ 26' �Q 3 Ov g 9 - a•z a ✓ � — G (Z � r� r 99 r 0 BA'1l_ ___�2, lI3Q.0' o[v :SYE4lGN, 3Jc� "DIF�� PV.0 T�1P.F .h► /_4_ / k S 11' luT 8 Lur S LrE � q S�„ � ocU Puttc'SY' \ZD . gN�ol. S -S -OI 715- 425 -0165 220254 OI —a8 CST Signature Date Telephone No. CST No. Job 110. ` ST CROIX COUN'T'Y SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM I � � Q.citlR� 1°�t j ci Owner/Buyer Mailin g Address vi l V Ro �e I,�J G 0 2,3 Du Property Address 137 �o ' U C La V1 tahe- (Verification required from Planning Department for new construction) City /State A �j,, 5115 0 ) arcel Identification Number L EGAL DESCRIPTION �/ 1 l�v 1 T N -R O W, Town of h�" �t /.G Properly Location! LL- /., l., Sect Subdivision . Lot # Certified Survey Map # ` w 7 �_. Volume Page # Warranty Deed # . Volume Page # 2 �� Spec house ❑ yes 2 Lot lines identifiable IQ yes ❑ 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 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 113 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. SIGMA OF AP I 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 o'wner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. / 0 SIGNATURE OF APPLICANT ATE * * * * ** 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 a 1681 A 270 Mtiti. ;; STATE BAR OF WISCONSIN FORM 2 - 1999 6`LE �. 292 KATHLEEN H. WRLSH Document Number WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO., WI This Deed, made between Anthony C. James and Lora B. James, RECEIVED FOR RECORD husband and wife 07 -17 -2001 8:25 AM WARRANTY DEED Grantor, and Timothy H. Teasdale and Laura V. Teasdale, husband EXEMPT 8 CERT COPY FEE: and wife COPY FEE: TRANSFER FEE: 240.00 RECORDING FEE: 10.00 - -- PAGES: I Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Recording Area Name and Return Address Part of NE' /. of NE V. of Section 23, Township 28 North, Range 18 West, St, Croix County, Wisconsin described as follows: Lot 7 of Certified Survey K AOLE VALLEY BANK N.A. Map filed June 27, 2001 in Vol. 15, Page 4115, Doc. No. 649648. 13f) I Coulee Rd Unit 2 Wl 54016 022 - 1065 -10 Parcel Identification Number (PIN) This is not homestead property. %) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this day of July 2001 • Anthon j - ---- 6'lA , • Lora B. James f AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) -- -- ) ss. czg, 6 0 k County ) authenticated this day of �� /1[ Personally came before me this day of July 1 2001 the above named Anthony C. James and Lora B. James, husband and wife TITLE: MEMBER STATE BAR OF WISC6l`IS'ITJ 1 i ' ' • . me known to be the person(s) who executed the foregoing ba (If not, ,�_��� � �!�!; Y ins ent a c now d t e same. authorized by 0 706.06, Wis. Stats. *y : �' C+ t r THIS INSTRUMENT WAS DRtff'CED BY ar (-cn Li n h Attorney Kristina Ogland tA{ . A i ! i Dfotary Public, state of Wisconsin Hudson, WI 54016 S. `Y *. ^'';7vty Commission i ts per/rta�. ( ;f not, state expiration date: (Signatures may be authenticated or acknowledged. Bot6'are�AFniti< i;s F',).' 4 Names of persons signing in any capacity must be typed or printed below their signature. lnrormation Pro!easowaa Caopany, F«a Co Lw,'Ni STATE BAR OF WISCONSIN 600655 -2021 WARRANTY DEED FORM No. 2 - 1999 r c am o wwo <CW9 CERTIFIELY SURVEY MAP LOCATED IN THE NE 1/4 OF THE NE 1 <4 OF SECTION 23, T. 28N. , R. 18W., TOWN OF KINNICKINNIC, ST. CROIX COUNTY, WISCONSIN ......, „• .TED LA .... NDS NORTHEAST CORNER .............. . SECT tON 23 - FOUND NORTH L I NE THE NE-NE ALUMINUM CAP MONUMENT !TO CAL C. S/T1ON) S89 °26' 12” 640.51' N ° 26' �2• W_ - �--•� 320.26' 32Lb 25' - - 678. 63' I FND. P-tPE tS N30 43' 52 "E ► 0.30' FROM CAL C. POS � CERT I..l fD � �, a �` • 1 • LOT 7 LOT 6 `"- ' 4. 62 ACRES SUR ICE Y 4. as AC � .............. I 201, 376 SO. FT. U 194, 934 $0. FT. n, W � o) t to ro $ PREPARED FOR: M14P w TONY JAMES -0 N69 °4r'04'W !�� 91.31•' . A, y 310.271: ® © n1 m S86 Oa W p 369 04' w :tA x1.31' 1 :'b N Ay • rn t A r ; y 9; $ VOL UMwE .. 1, ' m LOT 5 w .. � !u 4. (W ACRES _ APPROVED :D O 175, 244 S0. FT. {�' ST. CRC+{X COl1NTY r q Planning Zoninp and Parks COMMM c :v A G JUN 2 7 2001 { 4 Q . M z PAGE 3118 . if not recorded within 30 days of approval date approval shall be null and void 305.53' - _ � AS QUA N89 4 J' 25 "JV - i _ _ _ - w - SECTI 23 FOUND R SWTH L tNE OF ME NE-NE i P. K NAIL r L �,QU�t V , Ml�P i CER T 1 F i ED SUR VE :r . W VOLUME -5, PAGE 14-06 Y ow PACE 17 / O LEGEND 0- SET 1 "X24" IRON PIPE NEIGHING SGON$�y 1.13 L OS. PER L I NEAR FOOT BEARINGS REFERENCED TO THE EAST - FOUND I [RON PIPE �C LINE OF THE NE 1i4, SECTION 23. ( RECOR@ BEARING -) /"-zoo f Q' 0 100 200 400 $ WEE T 1 OF 3. JAWS NEL.SEN Y I NG 99018A THIS INSTRUAENT DRAFTED BY JIM WEBER DATED DESCRIPTION A parcel of land located in the Northeast 1 of the Northeast % of Section 23, Township 28 North, Range 18 West, Town of Kinnicidunic, St. Croix County, Wisconsin, more fully described as follows: Commencing at the Northeast Corner of said Section 23; thence, North MGM" West, along- the north line of said Northeast %, 678.63 feet to the northwest corner of a Certified Survey Map recorded in Volume 11, Page 3118 and the POINT OF BEGINNING; thence, South 00 °03 East, along the west line of said Certified Survey Map, 682.66 feet to the southwest corner of Lot 4 of said Certified Survey 11+IaP; thence, northwesterly along the arc of a curve concave northerly, the long chord- bearing North 79 53.91 feet, having a radius of 167.00 feet and an arc length of 54.14 feet; thence, North 69 °47 West, 91.31 feet; thence, northwesterly along the are of a curve concave northeasterly, the long chord bearing North 47e14 West 61.32 feet, having a radius of 80.00 feet and an arc length of 62.93 feet; thence, northwesterly, southwesterly and southeasterly along the arc of a curve concave southwesterly, the long chord bearing South 20'12'56" West 113.00 feet, having a radius of 80.00 feet and an arc length of 377.19 feet; thence, northeasterly along-the, arc of a, curve concave southerly, the long chord bearing North 87°48'31" East 61.32 feet, having a - radius of 80.00 feet and an arc length of 62.93 feet; thence, South 69 East, 91.31 feet; thence: month ta r along, the arc of a curve concave northerly,, the long chord bearing South 75*36 East 47.28 feet, having a radius of 233.00 feet and an arc length of 47.36 feet to the northwest corner of Lot 3 of said Certified Survey Map; theuM South 00sW' 17" East,.aleng the westerly line of said Lot 3, 580.86 feet to the south line of said Northeast 1 /! of the Northeast %; thence, North 89 °41 West, along said south line, 305.53 feet; thence; Nerth-O°2V2h" East, 625.22 feet; thence, northwesterly along the arc of a curve concave northeasterly, the long chord bearing North 19'13'II3'TWest M.237 feet, having - a radius 80.00 feet and an are length of 110.90 feet; thence, South 86 °08'04" West, 310.27 feet to the west line of said Northeast % of the Northeast#.; thence, North 00°01 West, along said west line, 631.92 feet to the northwest corner of said Northeast % of the Northeast' /4, thence, South 89°26'12" East, along the north line of said Northeast % of the Northeast 74, 640.51 feet to the point of beginning. Containing 571,554 square feet or 13.12 acres. Subject to any and all easements, right of ways or conveyances of record. SHEET 2 OF 3 ��uuuunner� y JMAMa WEBM M. r � _ - f s war, '9 w OQ CERTIFIED SURVEY MAP LOCATED I N THE NE 1--4 OF THE NE rr4 OF SECT f ON 23, T. 28N. , R. 18W. . TOWN OF KINNICKINNIC, ST. CROIX COUNTY, WISCONSIN CURVE RADIUS LENGTH DELTA CHORD CH.BEARING TANGENT BEARINGS 1 -2 167.00' 54. 14' 18 ° 34' 34' 53.91' N T9 ° 04' 21'W AT 1■ N88 ° 21' 38'W 3 -4 80.00` 62.93' 45 04' ! 0" 61.32' N 47 14' 59' W AT 2 & 3- N69 47' 04' W 4 -5 80.00' 377. 19' 270 08' 20' 1 13.00' S 20° 12' 56' W AT 4- N24 42' 54" W LOT 6 80. 00' 150 r 1' [07 I29. 04' N 78 ° 28' I D" W AT 5 165 ° 08' 46' E LOT 7 80. 00' 38.09' 27 37. 73' S 34 ° 08' 1I'W AT 6 8 AT 8- 281 81 °25' S2 "E 269 04'E UNPLATTEQ 80: 00' 110. 9V 79 102.23' S 19 13 03 E LOT 5 80.00' 78. 08' 55@55'200 75. 02' S 86 ° 53' 34'E 8 233.00' 47.36' 45 ° 38 T ' 48' 47.28' S T5 0 '36' 28' E SURVEYOR'S CERTIFICATE I, James M. Weber, registered land surveyor, hereby certify: That in full compliance with the provisions of Chapter 236.34 of the- Wisconsin Statutes and the provisions of the St. Croix County Subdivision Ordinance and under the direction of Tony James, I have surveyed, divided and mapped the above described parcel of land and that this map is a correct representation of the boundary thereof. Dated this ��` day of - 2001. Ja m es M. Weber 5-1804 JAMES M. �� NELSEN -WEBER LAND SURVEYING, INC. WEBER al804 snsnsvW.Er. OV` � Note: The parcels shown on thi& map are subject to State, County, and Town laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and the appropriate Town Board for advice. 99018A This instrument drafted by Jim Weber SHEET 3 OF 3 WUNDERLICH -MALEC JOB ' ENGINEERING, INC SHEET NO. J o , Laij( 6500 City West Parkway CALCULATED BY V DATE EDEN PRAIRIE, MINNESOTA 55344 (612) 944 -8585 CHECKED BY DATE FAX (612) 944 -7840 SCALE ,� .. s ... . .... . ic � cfiroc Cal r� 1 C/ r _ � P %t'1C �._ ... . ... . -. . zp ........ PRODUCT 2D4-1 (Single SAeeis) 205- 1(Padded) ®® Inc., Groton, Mass. 01471. To Order PHONE TOLL FREE 1- 8042256380 L • -- W A l Standard Erosion Control PlaniC for 1 & 2 Family Dwelling Cons truction Sites :....... > �Ad� a a�tt :ec�s�A�l rAtltrol Atrdtrtg to ;haipters II. 20 &1f theasconslnifa P needs submitted and' approved prior to the issuance oaf btdlpg prmlts for 1 & 2 familywelltng units to tt±e:o.lac0$►oa oontral r4vtsions,syf ilt ni£Qt DwCUtttg Codearc cnt�rr.a. 'tis :< :S.tandarrisioz:onirol . lan u. . ttsvded to assistn muting ihu r u : uemeut :..:.... ...........: w.: •. • :... ... .. .... ..... ............................::. •.:..: ....::.::: • :•::: •:...:w.:::..:.::::v.:v.. 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Est ?<?(evlopmnt ilcai .tisu::::• }:: mtr:,:::::an.. <> ..... ,,.., ...., ......:;�.... ;....::� � :. �et�i��tlt�':%?Itinstn t.. <a:p Y t.o .�Ta ra : :::::::::::Mf):'•J } }: }:i•:L ;: . } } }::•} }::::v::::::::::.v::::. ... h... :).- .....:............... ......:... :.......:................:::::: +:: ) }::v::: ::::::::::.� .. .::::::...: :::::::::.':- :::: is ):::::: ............ .. ............. .: .) .. ...:::: )::. })�::: r:::::::::. '::::::.�:::::::: :::::nom::::::::::::::: ':: :::::: :•: : -. �:::..; ..,.:::jj::Y: } }iii } : ?ii }).:::'.:': ::::::::':. :::.. . . ::::. :: .� :..........:.v -: n}:.ii }vi::i } }ii:)'•)}}: i) }: } : )i'4)'vr'hri•: ::::: �.... n:.. v.::::..._.::.r:.::.' }i::.'i::: i } }i::vr w: }:.iWi (( 1 1 App licant: � Name ,, Daytime telephone nu ber 62Z t a dress, city, zip code Landowner. '� / 4 �& / ¢ Name Daytime telephone num er Street address, city, zip e Location of the building site (complete as appropriate): ►v w quarter of Section �� . Town N., Range Lot Block Vd (• ye q 131 Street address Instructions: 1. Complete this plan by filling in requested information, marking (.0 appropriate boxes, and completing the site diagram. 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. Chapters ILH R 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 can be referred to for assistance in completing this plan. The Wisconsin Uniform Dwelling Code and the Wisconsin _Construction Site Best Management Handbook are available through State of Wisconsin Document Sales, 6081266 -3358. Erosion Control for Home Builders (GW0001) can be ordered through Cooperative Extension Publications, 608/262 -3346. 4. Submit this plan at the time of building permit application. I Check appropriate bozes below, and complete the site diagram with necessary information: �1e `�� 0 0 Cp °` site Characteristics Q North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways. (� ❑ Location of existing drainageways, streams, rivers, lakes, wetlands or wells. ❑ Sr Location of storm sewer inlets. The gradient and direction of slopes before grading operations. The gradient and direction of slopes after final grading operations. ❑� Location of existing and proposed buildings and paved areas. ❑ 6Y Overland runoff (sheet flow) coming onto the site from adjacent areas. Erosion Control Practices p� ❑ Location of temporary soil storage piles. Note: Although not specifically required by Code, it is recommended that soil storage piles be placed behind a sediment fence or more than 25 feet from any downslope road or drainageway. l( Location of graver access drive(s). Note: Recommended gravel drive design is 2 to 3 inch aggregate stone laid at least 7 feet wide and 6 inches thick Drives should extend from the roadway S0 feet or to the house foundation (which ever is less). W' ❑ Location of sediment fences (filter fabric fence, straw bale fence) or vegetative strips that will prevent eroded soil from leaving the site. [ l Location of sediment barriers around on -site storm sewer inlets. EC ❑ Location 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. ❑ 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. E( ❑ 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 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. 121" ❑ Location of other planned practices not already noted. • -Site Diagram - Note: Any base map of useable scale can be substituted for this sheet. Site Diagram Legend Please indicate north direction PROPERTY _ _ SILT by completing the arrow. LINE FENCE EXISTING STRAW DRAINAGE BALES I TD TEMPORARY 1* GRAVEL DIVERSION r'} _ FINISHED TREE -' DRAINAGE PRESERVATION I LIMITS OF STOCKPILED GRADING TOPSOIL VEGETATION iO SPECIFICATION Scale: AREA 1 inch = feet IndicV..0 management strategy by checking the appropriate bow All Management Stratey_ics 19' ❑ Temporary stabilization of disturbed areas. Note: Although not specifically required by Code, 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 151h), or by other cover, such as tarping or mulching. Permanent stabilization of site by re- vegetation or other means as soon as passible. ❑ Use of downspout and/or sump pump outlet extensions. Note: Although not specifically required by Code, it is recommended that flow from downspouts and sump pump outlets be routed to stable areas such as established sod or pavement. ❑ 12 Trapping sediment during dewatering operations. Note: Although not specifically required by Code, it is recommended that sediment -laden discharge water from pumping operations 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. 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. Y • 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. L ... T hereby certify that T understand the construction sue erosion control prov�stohs of the W >sconstn Untfor I?wellrag Code; and that i accept responsibility for carrying out tie above erostoii control plan:;as pptove�i:bY e- code enforcement authority. ! S }gnature of appiacaat : A publication of the University of Wisconsin - Extension, Ron Struss, UWF.X Water Quality Education Specialist (12192). This publication may be freely duplicated Additional copies are available through the UWF.X Environmental Resources Center, 216 Ag Hall, 1450 Linden Drive, Madison, K 53706 6081262 -3652