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n ■ o ■ 2 e 7 a « ■ s z = S } O f A i } \ \ § \ E o a f¥ & 2 § K k % 2 § \ i 8 ; @ ° § 4 Fo ° r. § o o E # c o _ ■ t 3§/ ¢ \ 3 0 \ / ƒ Q @ § \ E O CL 4 § § § n r ■ . $ S S \ § rT c � \ \ \ � � � � / ( ƒ 2 @ Ch 7 ° § $ 0 f ° ur . 0 £ % / m k ; ] % & & § S f .. c = 0 / o ƒ I . � f ¢ ( o \ w \ 2 0 f / CA _ E � / § R $ E w � § # # \ § F 2 00 ) z \ % ® $ice D ¥ a0 % cr . � CD i { . � / � 7 � I � \ § � , _ : ■ ƒ / D / � � > � ■ ) A / \i �\ � � ST. CROIX COUNTY WISCONSIN ZONING OFFICE �'�° ��.��.u... .. ST. CROIX COUNTY GOVERNMENT CENTER - 1101 Carmichael Road =_ Hudson, WI 54016 -7710 (715) 386 -4680 • Fax (715) 386 -4686 EROSION & SEDIMENT CONTROL PLAN Parcel #07.28.18. endin Site: 1357 Co. Rd. J -Lot 5 (Kinnickinnic) — owner(s) Tom Klatt & Toni Norell Under St. Croix County Zoning Code 17.70(3)(b)5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance." Comm. 21.125 also requires the building permit applicant and /or landowner to follow erosion control procedures and maintain them until the site has been stabilized. The owner is responsible for notifying all contractors performing construction on this site that an Erosion Control Plan is in effect and the following activities will be required in order to maintain compliance with the plan: 1. The primary source for construction site runoff will be the house foundation excavation, driveway, and any soil stockpiled until final grading and stabilization is complete. Septic system excavation/installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Plan to apply seed and mulch as recommended in #5. Maintain existing vegetation wherever possible to minimize sediment movement. Kelly Creek is >300 ft. south of the proposed house and septic system installation. 2. Route contaminated runoff into vegetated buffer areas on owner's property by creating temporary diversions graded ALONG CONTOUR between excavation areas and any potential receiving waters (this includes road ditches). Do not allow diverted runoff to be directed onto neighboring properties. (See specification sheet for temporary diversions provided by Zoning Dept.) 3. If builder /excavator grades the site to create temporary diversions (see #2) to contain sediment and leaves adequate vegetative cover to protect areas of concern, installation of silt fence MAY not be necessary. Silt fence or other approved sediment control products will be required if sediment cannot be contained on owner's property with diversions and vegetative buffers. The POWTS inspector will evaluate ESC plan effectiveness and make recommendations to owner and building inspector for any action required to comply with applicable regulations. 4. Construction equipment and vehicles must utilize a stabilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that access the property during construction. This helps avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. Property owner must repair damage to ditches resulting from multiple access points and sediment tracked on public roadways must be removed at the end of each workday. 5. Stabilize new topsoil cover over septic system with seed and mulch immediately after installation — do not wait for final stabilization and/or landscaping of entire site to cover exposed soils on the system. If weather will not permit seed germination, a heavy straw mulch cover will prevent erosion until grass /vegetation can get established. Erosion control matting can be applied any time of year and, if installed properly, will provide protection even if seed germination is delayed. The owner of record during site construction will be responsible for compliance with the ESC Plan. Please feel free to contact me with questions regarding erosion 4 e im t c of installation. Prepared by: Pamela Quinn, Soil Erosion Inspector #665054 Owner acknowled ement of ESC Plan requirements: l0 / 40/2003 f Wisconsin Department of Commercr PRIVATE SEWAGE SYSTEM county: St. Croix Safety t+nd Bi.Nlding Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 430449 0 GENERAL INFORMATION S to Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Z�pgs Z ^TiO+dS. - /tl Permit Holder's Name: City Village X Township Parcel Tax No: Klatt, Tom I Kinnickinnic Township h CST BM Elev: r Insp. BM Elev: J BM Description: ' /[ n ection/Town/ ange /Map No: C ST � Z = �rt� dr �.� ` - -gg 14.28.18. TANK INFORMATION ELEVATION DATA v2 Pl- s AIM _ TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing � r • ` t. U Alt. BM Aeration � J Bldg. Sewer / �.(00 1 01, 30 Holding St/Ht Inlet -is-' SUHt Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 5v 1 Dt Bottom �O• Z g 118 r � J Dosing t L ` t � Header /Man. 1' c f 3 q • r Aeration Dist. Pipe 1 / �• �b Holding Bot. System Yv PUMP /SIPHON INFORMATION Final Grade tt Manufacturer Demand t Cover J 1�" �S B"" GPM S 344 6 . Model Number 5 0,\b W M Lift Friction Loss System Head TDH Ft ► J , I, O 1 . 7 j, 1 3.25 I U .'s'l 'Cec�, �P - O q/• Forcemain Length J Dia. 11 Dist. to Well 25 ABSORPTION SYSTEM PAItfiNW Width 7 Length J No. Of Tcer�sHes, PIT DIMENSIONS No. Of its Inside Dia. Liquid Depth IMENSIONS / _ S a_jTXd_t SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACH Manufacturer: INFORMATION CHA R Type Of System: 2S r ` / G , UNIT del Number: YV t J1 ( \'�, DISTRIBUTION SYSTEM 1 15qj - -tv vest L- Header /Manifold Distribution t it J I x Hole Size x Hole Spacing Vent to Air Intake 2 O tJ Pipe(s) 31- ("J 3 1 it Length J' Dia 2- I Length� Dia Spacin /�b 2 SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil �a Yes No Yes i No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: / D 5 / 0 3 Inspe tion #2: Location: 1357 Co Road J Hudson, WI 54016 (NE 1/4 SW 1/4 14 T28N R18W) NA Lot 5 - �f ar el No: 1 .28.18 1.) Alt BM Description = l j' (. �^ "' coje . �" g r ' _ 2.) Bldg sewer length = ? 3Z �o e>' °""' t,e �u5 ?) G✓�� Q tom, �,tt�u�..� - amount of cover Plan revision Required? [ Yes ><No Q7� Use other side for additional information. - — -- - -- Date -- SBD -6710 (R.3/97) epctors Signature Cert. No. L— Safety and Buildings Divtsi i Counry , 201 W. Washington Ave., P.0c 7162 Visconsin Madison W1- 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce ?2i52T Sanitary Permit A plieation. i State Plan I.D. N In accord with Cornet 83.21, Wis. Adm. Code, pe onal information you provide may be used for secondary purposes Priva Law,`s15.04(1)(ni) i Project Address (if different than mailing address) I. Application Informati - e ",lit 1 ormati u ) C ,n 0 Property Owner's Na the Parcel # Lot H � Block N E ll .� - f �u I o kC -c_(_ / Property Owner's M ailing Address Property Location /1 A /J , Z�L Ave < ) ��U City, State /n, %,Section tY Zip Code Phone Number �, J 19 (circle one) Su- II. T e of Buildirt T N; IY G oo yp g (check all that apply) �L1 or 2 Family Dwelling - Number of Bedrooms (ie Subdivision Name CSM Number ❑ Public /Connnercial - Describes Use �� � ❑ State Owned - Describe Use j '° . d ' ❑City Village Township o1' f /C e# IVVk IIl. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. %0 New S stem Y ❑ Replacement System ❑ Treattnent/Holdiug 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 � 1V 'Type of POWTS System� all that apply) - - - - -- - "- " - - -- F Non - Pressurized In- Ground Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade L_j Single Pass Sand Filter Constructed Wetland ❑ Pressurized In- Ground Holding Tank ❑ Peat Filter ❑ Aerobic Treamient Unit Recirculating Sand Filter — — = — tchi Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain Di rsa rea nit ea ern 1 Dal ate(gpdsf) Dispersal Area Req red (st) Dispersal Area Prop d (s1) System Elevation P -o _ . 4.- — os - --L- - s -- - - - - -- - ru Number vlauufac urer Pre aU Site Steel _ F _ it I Plastic. oils of Units /f �i�7� Concrete Cortstruc[ed Glass - - -- - - -- S _- .- - geed, assume responsibility for installation of the POWTS shown on the attached plans. 3 Si gnatur MP /1`R$ Number — 1 � J Business Phone Nmnber Z 6 y�q7 r -- 1 zu Salutary Permit Fee (includes Groundwater Dat sued Is tg Age Signature ( r nps) Surcharge Fee) tl - - l - 1PProval .3 - � 4� r a.� vet.' I ti lined lber. fit, led 1 � G y S .ns (to th o y ) Kr' tli - F5ysthli on pa# not less than 81/2 x 11 inches in size ' PLOT PLAN --� •Page 3 of Scale 1 S \�"TC�vuuU �l'2 -L?'ST ftAp� �Z.p.w. L.lhJ�a Lor l..l N e 0\ 5 3 170 SEE CORRESPONDENCE yOOF�lkpvc %.U-"r- I GP�n � T y i Safety and Buildings 4003 N. KINNEY COULEE RD + LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 Visconsin www.commerc . o ns ov www.wiscnsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary October 08, 2003 CUST ID No.220254 ATTN: POWTS Inspector ARTHUR L WEGERER 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 EXPIRES: 10/08/2005 Identification Numbers Transaction ID No. 926952 SITE• Site ID No. 666207 Tom Klatt Residence Please refer to both identification numbers, County Hwy J above, in all correspondence with the agency. Town of Kinnickinnic, 54022 St Croix County NW 1/4, SE 1/4, S14, T2 8N, R18W FOR: , Object Type: POWT System Regulated Object ID No.: 924166 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.' q 'gAli 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 ; A °t.r Et "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10572 -P pNt ,oN of Sr, (R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10573 -P (R.6/99). • Per manual cited 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 area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • Comm 83.22(7) 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. r ' ARTHUR L WEGERER Page 2 10/8/03 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 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 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. • The changes made to this plan on * by this reviewer were acknowledged and approved by the system designer. 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. Sincer — Fee Required $ 175.00 Fee Received $ 175.00 J Balance Due $ 0.00 LHerma sse elfo mbing Plan Reviewer 2 , Integrated Services WiSMART code: 76331 (608)789 -5535 , Mon -thur 6:45 - 4:30 Fri 6:45 -10:45 hdelfosse@conunerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 ` TITLE SHEET Page of MOUND SYSTEM FOR A 1-' BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manuai SBD -1057 P and the Pressure Distribution Manual SBD - 10573 -P C Cz. 6lgq� C R. 6 199 LOCATED IN THE N W 1/4 OF THE S�� 1/4 OF SECTION ) q , T N, R 19 W, TOWN OF rJ�j1C\ Q_ S�' �- lX COUNTY, WISCONSIN. tzT S - o�= CAW! -- -- 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 _TbM N z, C R r T Z PREPARED BY 's= ?� CC r`;t'; RCE WEGEF�cER E3 C3 2 L . TEST 3: NG � �� " BUILDINGS AND. �,,� TES I Gam! S�RV I CE ENCE P.O. Box 74 421 N.Main.St. River Falls, WI 54022 Phone 715- 425 -0165 0�� C �'4 Fax 715 - 425- 6864�'�,,,......,,$!� AITM W03 N p-BtS P K{„$WQRTN WIS. . RECEIVED SEP 2 5 2003 ' G �14 SAFryy & BL S DIV. JOB NO. Mound System Management Plan p age Z of Pursuant to Comm 83.54, Wis. Adm. Code , Se tic Tank . The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents.of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be 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 servi 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 the shall Buildings Division. y be approved for septic tank use by the Department of Commerce, Safety and 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 [SBD- 10572 -P (R. 6/99)) and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and Pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Continaencv 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 11 ,. 3 _ 1� 6 �J0 S`'['. ( N X The- system installer at 11 S - Z�3-Lt VVV 1�1�1.S11 The tank manufacturer at plj �_3 z- qS6 t� tSzz The effluent filter manufacturer at The pump manufacturer at PLOT PLAN --� Page 3 of Scale 1 " =Sc) ' S \��wuuU Fu �2 -l�T 20� n R'u�'°'�'Y Lo - r LL N e T i 1,070 SEE CORRESPONDENCE Page Of 7 Approved Synthetic Covering ASTM C33 Distribution Pipe Medium_ Sand Topsoil _ H = ^"� a q —� i - F Elev. 3 E p , b S % Slope Distribution Cell of Force Main Plowed Z" to 2- Aggregate From Pump Layer 0 0 S Ft'. E 0 . S Ft. CROSS SECTION OF A MOUND SYSTEM F ( 3 - b Ft. G 0,S ' Ft. A Ft. H 1 Ft. Linear Loading Rate = �,Q GPD /LN FT B - IS Ft. Design Loading Rate= o •'� " /SQ FT I Ft ��a Q�'L �� . J Ft. /�UU K 0 Ft. A"emu Position q i Ft. of Force Main W 1< Z l Ft. L ' I I } - Observation Pipe r fi I - - --- — --------- - - - - -- --------- - - - - -- -- --- + S axes �-- o Distribution ' of z to 2 1 Pipe aggregate , Observation Pipe (Anchbr securely) PLAN VIEW OF A MOUND SYSTEX Distribution Pipe Layout PzQe S of .. o 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 un with the use of long t= or 45' fC ng to a point within six inches of the final grade. Terminate the ends of the late.-a1s with a valve,:thrmded can or • threaded plug. Provide access from final grade for the valve; threaded C3D or threaded pItL. 4 F L Cr?, L FVC F�J:. QUC — Latent Manifold Later) X X x x x12 Ix, x x x I x Lateral Length —t Later( Length — P Oist6h6 cn Lane c P Y7 F Hole Diameter al /6 inch S �S Ft Lateral Inches) X 1 '�( Inches Manifold " Z Inches Force Main " Z Inches l of holes /pipe l� Invert Elevation of.Laterals V Ft. - Combination Septi.c; Tank and t PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS ' PAGE OF • -VENT CAP WEATHER PROOF JUUCTIOU 80X . ti C.Z. VENT PIPC APPROVED LOCKING 110' FROM OOOR. &WHOLE COVER P -711H tiN 3P �pU P tPE -hUDOW OR FRESH wA(itJWG L1�gEC .�lHttZjlsttT•zrtP ALP, INTAKE S cCiapulr IB'lSIN. ---- - - - - -- IDLET +" PROVIDE I — �j "AIRTIGHT SEAL I ( Approved FMFEL Hw� " ( I CI Approved /I joint w/ A -\, %pp I joint w/ PVC pipe ALARM PVC pipe a . I II ( r ( I oIJ C i LLCI g FT. _ - � PUKP � OFF D COUCKETE O . O d BLOCK 1 : RISER EXIT Pr- FmT(ED OULtJ IF TAWK MAiJUFACTURE:R HAS SUCH APPROVAL "APPRotiz-p BEDD I NG, SEPTIC E SPECIFICATIOLIS DOSE TANKS MA►IUFACTUR 1JUMBER OF DOSES: TA)JK 5120: V eso l60, 0 GALLOWS DOS[ VOLU r PER DAB ALARM M MUFACTURCR: I BACKtLOW: l"-JZ GALLON: MODEL LWABER: CAPACITIES: A IY %r GALLOIJ3 306 �2�3 IAJCHCS OR SWITCH TyPC: �•�Z - ��"� Z B= _ IIJCHES`OR �� LLOt<15 PUMP !"tA1•IUFACTURCR: C b MODEL DUMBE IUttiES OR .I GALLOWS R: D. Zt7� f CALLOUS SWITCH TYPE: LZ Zy DOTE: PUMP A&AIARM ARE TO BE MWIMUM DISCHARGE RATE S_ b.l� CpM INSTALLED OM SEPARATE CIRCUITS VERTICA DIFFERENCE DETWEEti PUMP OFF AIJO..DI5TRIBUTIO►J IP -1 "D P E.. FEET E + MIIJIMUM DETWORK SUPPLY PRESSURE ; •,ZS FLET ( I + FE E7 OF FORCE MAIN X S •oZ F7 0 J o FCFRICTIOU FACTOR.. FEET A. Utz TOTAL OyUAMIC. HEAD = .—_ -FEET As per manufacturer gal /in. Liquid depth 38 �' - 7 O 1 ME40 Series 4/10 HP Effluent and Drain Water Pumps. Performance Curve MODEL ME40 EFFLUENT PUMP CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 40 12 35 10 N 30 p� Z 25 8 E O M = 20 6 Q 2 O 15 , }} -j �' IISI 4 H 10 11.00 0 5 -2 0 0 0 10 20 30 40 50 60 70 80 90 100 CAPACITY GALLONS PER MINUTE " 1101 Myers Parkway, Ashland, Ohio 44805 -1923 419/289 -1144 FAX 419/289 -6658 Telez 98 -7443 K3326 7/91 Printed in U.S.A. ST. CROIX COUNTY = WISCONSIN ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 (715) 386 -4680 • Fax (715) 386 -4686 EROSION & SEDIMENT CONTROL PLAN Parcel #07.28.18. e nding Site: 1357 Co. Rd. J -Lot 5 (Kinnickinnic) — owner(s) Tom Matt & Toni Norell Under St. Croix County Zoning Code 17.70(3)(b)5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance." Comm. 21.125 also requires the building permit applicant and/or landowner to follow erosion control procedures and maintain them until the site has been stabilized. The owner is responsible for notifying all contractors performing construction on this site that an Erosion Control Plan is in effect and the following activities will be required in order to maintain compliance with the plan: 1. The primary source for construction site runoff will be the house foundation excavation, driveway, and any soil stockpiled until final grading and stabilization is complete. Septic system excavation/installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Plan to apply seed and mulch as recommended in #5. Maintain existing vegetation wherever possible to minimize sediment movement. Kelly Creek is >300 ft. south of the proposed house and septic system installation. 2. Route contaminated runoff into vegetated buffer areas on owner's property by creating temporary diversions graded ALONG CONTOUR between excavation areas and any potential receiving waters (this includes road ditches). Do not allow diverted runoff to be directed onto neighboring properties. (See specification sheet for temporary diversions provided by Zoning Dept.) 3. If builder /excavator grades the site to create temporary diversions (see #2) to contain sediment and leaves adequate vegetative cover to protect areas of concern, installation of silt fence MAY not be necessary. Silt fence or other approved sediment control products will be required if sediment cannot be contained on owner's property with diversions and vegetative buffers. The POWTS inspector will evaluate ESC plan effectiveness and make recommendations to owner and building inspector for any action required to comply with applicable regulations. 4. Construction equipment and vehicles must utilize a stabilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that access the property during construction. This helps avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. Property owner must repair damage to ditches resulting from multiple access points and sediment tracked on public roadways must be removed at the end of each workday. 5. Stabilize new topsoil cover over septic system with seed and mulch immediately after installation — do not wait for final stabilization and/or landscaping of entire site to cover exposed soils on the system. If weather will not permit seed germination, a heavy straw mulch cover will prevent erosion until grass /vegetation can get established. Erosion control matting can be applied any time of year and, if installed properly, will provide protection even if seed germination is delayed. The owner of record during site construction will be responsible for compliance with the ESC Plan. Please feel free to contact me with questions regarding erosion e i t c of installation. Prepared by: Pamela Quinn, Soil Erosion Inspector #665054 �/� Owner acknowledgement of ESC Plan requirements: C� 6y 7 r — � 0 , 1 � - .075 J 12 _ ( �� �• 963 ✓ ��` 1 975 1000 /035 0 985 -- 8a- _� � � � � �, 9849 � 4074 x innicki is m 4 b ';� 55' 1 5- '1 960 •� Sae / 14 G 3 ; - - - - * 0 e 8 '� '\ C� K �N o � , _ o <. l _ 4972 t - /�, � BR 94J 2 ` 997 it ��® F /000 0 /080 / 958 49 71 r%- -- 979 (� 86 /0/1 I� (� ,1052 - •I i o 2 5 .070000mN I I ` I �i f ./27 35/' o 44 °52'30" 1.8 Mt TO WIS 29 32'30" 537 INTE IOR— GEOLOGICAL SURVEY, RESTON. V 53900 92%' ROAD CLASSIFICATION Al- 1 �KINNIC PLAT T -28 -N • R -18 -W E See Page 112 For Additional Names. L WARREN PAGE 32 1100 60th AVE 1 20 0 1300 1400 60th AVE 1500 tr 1 I Dan & Lelp i D&G 20 j g L lyl 23 ao F , Gloria Iacque A Sal) 9 &e Dow o Simonson ' E Lener>z I Vorwald ' Nelson 39 17 /rj How 17 z Farm Inc c u 40 j `A&ba,i 60 O ,, 19 40 . Mme z z aaa 0 _ '" r • � • I zz 'Galen n° 3 4 , i h. Y Y ir w tr 40 � � ImThom 40 q r: tb7 5 w I Robert & � ,'^, � Trust u� 59 R gacbara road u , Alvin a ? �' Bdrbara b &s TROUT Garbe ° V S om IcHer 'd 20, 170 e 1 R0°OK 72 389 6o j _ 118 _ s—ay 52 N &M ,�& �o usan w caaaa& I awes u w m omas Lo a Mam�an °�tl , 2 Phlski °.} 8 'a�uKoer Os6 Joa4a ' isk 35 tr Arn & � Bl �n > 5 Marcella xo , 11 K & D , Burt Mary B Sumner 9vin Lueck ,' n— &� w 12. I C o & pp Kdt > pl Van- DM&N a & c a&a od. M> m 3 Htu I Beek Voiira16 Marvin / 180 4s Ai ae 20 160 Trust °anon O 21 21 73 >_ , Johnson a 80 80 3s O u Iri C n.aeNa aao v Q 65 Jr J 107 A jr� a > " s7 160 pe nheimer 266 , 104 tr rust T.— +� i S� p 39 W.— Mi be w STEEPLE DR I GC 20 PLEA AN G OX � S o .- � & � a ram M AVE � & 0 G 40 K�By _ 3 s3 F&` 4o s 2 cae 40 _ 159 U — _ ls-& - - ' � . & s tr c 4 i - — - x - — 1 s 3 Robert 6c & ° h 'N '" John Gerald Harol Dorothy E R MaT I di Y Nickelson Emholtz Q Morro I s 100 37 4. V I -0 / Z ABronomia ^ ® ' o Inc � cc tz 1 � / 22 122 n2 Wee 154 tr A 186 + 1 4 113 tr i+ GO1TD N F- n N m p p IH 2 ¢ q Todd di ' F & Jeffrey Wulf 40' a Kinnic- ..s w us B q � Esther IVES ki Donald ¢ Pv 49 & Fuller Christen Inc 72 sen River 1 S r & LLT 21 v w & Gloria m u , G°° Trust ' o 046 o Bloom ' i s e H & BE Mueller 208 : Q h �+_ (12 l� 2 _ 154 BR 8 ��, 391 _ 53 "a" tr 'c_' 20 LH �1 40 0,�_ ,00' a & L% ° Jon ��l F z - — �, ET 80 E — ' Terese �¢ "r Glenn & r 8 Albert i ¢ Lohn Emu ac) H iggins ¢ Donna 80 3 B O ever�ly a 102 w ruller M ,ry , 80 �.V_LL� s Bad j e _80 z 20 n I 1101313 1101313 `"� u1ners 'u Rebecca G h¢ 140 I f 5 = g n - P 120 fob R�NN Z 1 J DHORT 176 4o a R ans OAK DR L A as & Jan 31 53 & patrkia n N MOdsen OWard D V ^ 6 O s � &W T 4a as 30 RIV ER aM tr a 40 Gordon Jr & a g I at Griffey W b ona 5 e a . w w L 1 1 navid 2 "S , Kerttley Z ¢ O a g a � g � s a _ A �2s Tb°mpaoS , 30 — 25_0 80' _ 160 L] QSin o� 1MIwn is 1 _ ¢ Kdth dt Leota O O " 'Ulm & N n walla &Y �� Domhilc �anlel E P ONE 7 Debera ~' ^' Ueda I Term 5 ' an y & leae•e� Andrea Andrea �j '° 25 A" 40 Clan 31 Rea; ¢ ar 1 40 T. River" 6s 6 9 „�' �d , 40 E R EN DR 40 a1c& 33 -¢ s Falls 2 2 3 tr y23 17 i Trust r ' a � "'"i 29 6 X21 , Z7 sl:crol� Aloe a&Y ,Y a4 N F U yU `52 Y E tr „ Wsoder- Jeffrey= a-" , Mae G Suzanne dd s s . a w 90 beck ar Jane & onaer Wolfe E Kramer ernon & 315 F tr 5 41 Hinz 38 11 37 &Bey i ¢ Vernon m Stanley C 91 Adeline &M a Ken Ham John & f Swenson Bauer Pesicar 104 Peskar Rose RP P4'skar 6 Him: p Fa°f�"�y Arms Mars 22 Trust $7 — } 316_ LLnIKtI 2 10 _ _ T JL4 6 4Q } n'aL '°° ?� 40 3s Kessler _ Gerald p — N z v 141r &; udith � ¢ o H�AL & O I & Carol 33 � 4p &J O n R otv 73 w o n en 54 ' 40 wain 40 = �' Gary W wunams m $ e J u .�• e. vemon & I.@. & David & .. � ad O vy 8 t Debra M AC '" 3 parr &G �o Ovsak $ M TSI N Ste- Gary a, ' " 110 ^ Ralph wart J11d1tl1 p a4 Lucille ~ & A Tucd 5 40 Lentz Grimm 14J 196 2 Kelly ,pl may 7 R Kure& , &Ruth ,& C ; r '+a' O"Q� Grace D ean Todd & Q o Miller ,on P�J� Nelson ( l a Patticia IS M ? — 130 L 40 100.0 n 5Vv 141 1� ' Robey 80 Ter PIERCE CO. COTTONWOOD LN f I Plan Standard Erosion Cont f or 1- & 2- Family Dwelling Construction Sites According to Chapters Comm 20 bt 21 of the Wisconsin Uniform Dwelling Code, soil erosion control information needs to be included on the plot plan which is submitted and approved prior to the issuance of building permits for 1- St 2- family dwelling units in those jurisdictions where the soil erosion control provisions of the Uniform Dwelling Code are enforced. This Standard 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 pe�rm application. f PROJECT LOCATION Zo� 1— Ad J Please indicate north BUILDER I I OWNER by completing the arrow. WORKSHEET COMPLETED BY l_ f/ta c l�u��YScti SITE DIAGRAM scale: 1 inch = feet EROSION CONTROLPLAN LEGEND PROPERTY LINE EXISTING -' DRAINAGE TD TEMPORARY DIVERSION IJ FINISHED DRAINAGE e. _ _ _ LIMITS OF GRADING SILT FENCE �� STRAW BALES GRAVEL O VEGETATION SPECIFICATION TREE PRESERVATION STOCKPILED SOIL W aK Q EROSION CONTROL PLAN CHECKLIST V M Check (✓) appropriate boxes below, and complete the site diagram Q. with necessary information. Q N z Site Characteristics North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways. Location of existing drainageways, streams, rivers, lakes, wetlands or wells. Location of storm sewer inlets. Location of existing and proposed buildings and paved areas. The disturbed area on the lot. Approximate gradient and direction of slopes before grading operations. Approximate gradient and direction of slopes after grading operations. Overland runoff (sheet flow) coming onto the site from adjacent areas. Erosion Control Practices ❑ Location of temporary soil storage piles. Note: Soil storage piles should be placed behind a sediment fence, a 10 foot wide vegetative strip, or should be covered with a tarp or more than 25 feet from any downslope road or drainageway. Location of access drive(s). Note: Access drive should have 2 to 3 inch aggregate stone laid at least 7 feet wide and 6 inches thick. Drives should extend from the roadway 50 feet or to the house foundation (whichever is less). ❑ Location of sediment controls (filter fabric fence, straw bale fence or 10- foot -wide vegetative strip) that will prevent eroded soil from leaving the site. Location of sediment barriers around on -site storm sewer inlets. 0-----Location of diversions. Note: Although not specifically required by code, it is recommended that concen- trated flow (drainageways) be diverted (re- directed) around disturbed areas. Overland runoff (sheet flow)from adjacent areas greater than 10,000 sq. ft. should also be diverted around disturbed areas. Location of practices that will be applied to control erosion on steep slopes (greater than 12% grade). Note: Such practices include maintaining existing vegetation, placement of additional sediment fences, diversions, and re- vegetation by sodding or seeding with use of erosion control mats. Location of practices that will control erosion on areas of concentrated runoff flow. Note: Unstabilized drainageways, ditches, diversions, and inlets should be protected from erosion through use of such practices as in- channel fabric or straw bale barriers, erosion control mats, staked sod, and rock rip -rap. When used, a given in- channel barrier should not receive drainage from more than two acres of unpaved area, or one acre of paved area. In- channel practices should not be installed in perennial streams (streams with year round flow). Location of other planned practices not already noted. f ' I J m Q V a Indicate management strategy by checking (✓) the appropriate box. a i Q Z Management Strategies Temporary stabilization of disturbed areas. Note: It is recommended that disturbed areas and soil piles left inactive for extended periods of time be stabilized by seeding (between April 1 and September 15), or by other cover, such as tarping or mulching. Permanent stabilization of site by re- vegetation or other means as soon as possible (lawn establishment). • Indicate re- vegetation method: 2rSeed ❑ Sod ❑ Other • Expected date of permanent re- vegetation: f 0 Re- vegetation responsibility of: ❑ Builder 1 0-- O — Wner /Buyer Is temporary seeding or mulching planned if site is not seeded by Sept. 15 or sodded by Nov. 15? ❑ Yes ❑ No Use of downspout and /or sump pump outlet extensions. Note: It is recommended that flow from downspouts and sump pump outlets be routed 4 through plastic drainage pipe to stable areas such as established sod or pavement. Trapping sediment during de- watering operations. Note: Sediment -laden discharge water from pumping operations should be ponded behind a sediment barrier until most of the sediment settles out. Proper disposal of building material waste so that pollutants and debris are not carried off -site by wind or water. Maintenance of erosion control practices. • Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half the height o f the barrier. • Breaks and gaps in sediment fences and barriers will be repaired imme- diately. Decomposing straw bales will be replaced (typical bale life is three months). • All sediment that moves off -site due to construction activity will be cleaned up before the end of the same workday. • All sediment that moves off -site due to storm events will be cleaned up before the end of the next workday. • Access drives will be maintained throughout construction. • All installed erosion control practices will be maintained until the disturbed areas they protect are stabilized. i C i i i EROSION CONTROL REGULATIONS Erosion control and stormwater regulations can be complex. Local, state and, in some cases, federal regulations may apply. Before construction make sure you have the appropriate permits. LOCAL ORDINANCES Check with your county, city, village, or town for any local erosion control ordinances including shoreland zoning require- ments. Except for new 1- & 2- family dwellings, local ordinances may be more strict than state regulations. They may also require erosion control on construction projects not affected by state or federal regulations. UNIFORM DWELLING CODE (DEPT. OF COMMERCE) CONTROLS REQUIRED FOR MORE INFORMATION, CONTACT: • Silt fences, straw bales, or other approved perimeter • Local building inspector measures along downslope sides and side slopes. a Department of Commerce, Safety and Buildings Division, • Access drive. P.O. Box 7162, Madison, Wis. 53707, (608) 267 -5113. • 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. TORMWATER PERMIT (DEPT. OF NATURAL RESOURCES) CONTROLS REQUIRED FOR MORE INFORMATION, CONTACT • Erosion control measures specified in the Wisconsin • Department of Natural Resources, Storm Water Permits, Construction Site Best Management Practice Handbook. P.O. 7921, Madison, WI 53707 -7921, (608) 266 -7078. • Measures to control storm water after construction. For more assistance on plan preparation, refer to the Wisconsin Uniform Dwelling Code, the DNR Wisconsin Construction Site Best Management Handbook, and UW— Extension publication Erosion Control for Home Builders. The Wisconsin Uniform Dwelling Code and the Wisconsin Construction Site Best Management Handbook are available through the State of Wisconsin Document Sales, (608) 266 -3558. Erosion Control for Home Builders (GW0001) can be ordered through Extension Publications, (608) 262 -3346 or the Department of Commerce, (608) 267 -4405. A PDF version of Erosion Control for Home Builders (GWQ001) and Standard Erosion Control Plan are also available at http: // clean - water.uwex.edu /pubs /sheets This publication is available from county UW- Extension offices or from Extension Publications, 45 N. Charter St., Madison, WI 53715. (608) 262 -3346 or toll -free (877) 947 -7827. A publication of the University of UW Wisconsin— Extension in cooperation with the Wisconsin Department of Natural Resources and the Wisconsin F Aension Department of Commerce. ©1999 by the Board of Regents of the University of Wisconsin System. Send inquiries about copyright permission to: Director, Cooperative Extension Publications, 201 Hiram Smith Hall, 1545 Observatory Dr., Madison, WI 53706. University of Wisconsin- Extension is an EEO /Affirmative Action employer and provides equal opportunities in employment and programming, including Title IX and ADA requirements. GWQ001A Standard Erosion Control Plan for 1 & 2 Family Dwelling Construction Sites h' Printed on DNR WT- 458 -96 R- 02- 02- 2M -10 -S Editing and design by the Environmental Resources Center, University of Wisconsin- Extension, tot recycled paper RECEIVED M AY 2 0 2003 Wisconsin Department of Commerce SOIL EVALUATION REP R7 Page of DMslon of Safety and Buildings ST. in accordance with Carom 95, No. Adm. Code � Attach complete site plan on paper not less than a 112 x 1 f inches In size, Pion must Include, but not limlted to: venial and horizontal reference point (BM), direction and Percal I.D. C FrZ /oqo izco percent slope, scale or dimensions, north arrow, end location and distance to nearest road. Ravi ad by D Pleas* print all fntormaifloh. Personal Inlormallon you provide may to used rdr eacondary purposes (Pfrvacy law, a, is 04 tN tiv+)) � P roper tv Owner property Location SIO NMl use c6 tie S Iq T 24 N R 16 r) W . Properly Owner's Melling Address Lot 0 Block p Subd• Narr+e or CSMir s e 1 � 4T ►+. S Ent G City State Zip Code Kona Number City [] Village Town Nearest Road i}e, FALLS 115 Z5 -5 75 AWl INN New Construction User Residential / Number of bedrooms -,3 Code derived design flow rat 1460 GPD ❑ Replacement 0 Pubic or commercial - Describe: " Psront matenal 111 TkJ Sit _ Firm Pi&4" etevaiion it appccabie /y. A__� — • - R ' General comments NEW $O121N05 CoMQLWTEX> - YOMOVTs S 'JbT1EM &% Uu.ti - tD NEW L,OCArioA1 bF- and recommendations: 0 K 161,AAI- RF- POIt.T kiL IA5 {-0AJ% ' 01 - 2? - o3s. C%A TtlAT Rr -tvAM NOMF -. A*%DU M SYS1r:�/K 0.5 L-W1014121 RATE . So yor Ft t_4 Boring 0 / '- �'� a Boring p _ U g Pit Ground surface ebv. _ I OZ, 00 K. Depth to Umithy factor �` O In. Solt A tbn Rata Horizon Depth Dominant Color Radox Description Texture SNucture Consistence Boundary Roots GP if in. Mtmsai Qu. Ss. Cont. Color Gf. Si. Sh. 'Ertel 'E((!02 1 0- 1 Qj 6 #4 L Z U -15 1 144 -. L M .S 3 IS - Z-5 10 vK 3 `3 — ' 1 m►f - 0• 4 z 3 CL5 5 -4 rD o ° y J1_5 } f Boring q ^ Born Z Pit Ground surince stay. L L QQ h. Depth to Um&V factor — In. Sdt r Icalion Rata Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDftt' in. Munseli Qu. Sz. Cont, Color Or. Sz. Sh. 'Ert#t 'EM2 K 3 5 tier CAO .S Qq .25 Ioyg - 3 /3 _ SL -rh .5 -3$ )o s o h►�1 a s 0.0 Q. 9-40 OY � 10 c� �S 0 ml — O,y ' EMuent Mt a 8 30 < 220 ntplL end TSS *30 < 150 mgli, ' E111uent 82 a BOD � 30 m plL and TSS S 30 mp1L CST Name (Please Prt 4 gnature CST Nuntm ti O 22- Address Data Evaivatbn Con3 Telephone Number w9tis 6 90 +K AVIE, Ve F LJ.S wI 5H02Z 5.13 -03 L y .6 - 175 POf PLAN PRMRTy oM e: ,tea, i sr mOeof -R, Mu _t A ND / = y c. �se r Woo 4 W t S rs C. t 4 pp s+f . 55 ONE - �D 1 A� 4 F w 0 N st7-- SIrKa W w000E►+ WZ' 0 '� a - r W1 o� a -SON. DORING W, � NO COMM 63 %TKK pRODUM5 ?FOP DSLD L • 5' �tC_tt� o i . NAtJD goR1N x \ 3���y K �1trSTIr1�L F1'crJCti L1WC1�iDZ 'P RDPgtK.T�r t..l� 1 a �Z _--- _------- _ ILI a IY G r �f ` moo F3_ lob r c --- 1 ZZA93Z PAM: -1*5-03 - - t Wlsconsin Dep artment of Commence SOIL EVALUATION REPO T 3 � 201�a9e of Division of Safety and Buildings f, In accordance with Comm 85, Wis. Adm. Code ti Attach complete site en on paper not lees n 8 1 x 1 I - - - PI p pe than /2 1 inches n size, Plan must Include, but not limited to: vent cal and horizontal reference point IBM), direction and P percent slope, scale or dimensions, north arrow, and location and distance to nearest road. C .PEa D INCa J Please print all Information. Reviewed b Date Personal mforrneiion you provide may be used for secondary purposes (Privacy Lew, s. 15.14 (1) (m)). /0 (� Property Owner Property Locallon T}AVIG K M He Property �� uaSEvas {4 T Zed N IQW Property Owner's Mailing Address Lot # I BID& # Subd. Name or CSM M 5 1^.T, +i , S — (_ flF,l Z=% City State 7Jp Code Phone Number 0 City [:) Village JKTown Nearest Road L EWEK FA K IA4tGKIrVA)\c T. +F, S New Construction Use:}g Re3ldantal 1 Number of bedrooms Code derived design flow rate USA GPD ❑ Replacement ❑ Pubilc or comrrlerdal - Describe: Parent malarial J JAS5 t Flood Plain elevation if appiiCeOie General CorrvneMs ®��, ��� and recommendations: ons: AT- RDE 5 4 M 57E O 1 ti .:a LOhU / - G R� Ttc (/1J � � ^' d y J-? � " ]O � Boring # ❑ Boring Pit Ground surface ale Y. L7!3,-50 ft Depth to limiting factor _'14� in. _ Soil 4plication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Clu. Sz. Cont, Coio Gr. Sz. Sh. 'Eff#1 'Eff#2 _y 25f Y rn ,t{'r Z 4 r - n jy- cb zuf -co 6.5 0.8 sit 2-F56K rnfy a.b zvf -co y zo -Zb 1048 — SIL If -m.56K j f r OL5 M -m 0. Z- 0,3 S =34 �L-3H 104 5 51E QS I VT-M 0.2- 0, (0 4 S/ — "S I 4O -H4 g z a 104K � v tit YF� rn {rv,abK P Imp Boring # Boring vnGAKty Ce 111 ��� III Pit Ground surface 91ev. h. Depth to Ilmiting factor __ 3 7 in. Soil Applicalion Rate korizon Depth Dominant Color Redox Description Texture 1 Structure Consistence Boundary Roots GPDIff in. Munsell Ou. Sz. Cont. Color Gr, Sz. Sh. Eff#1 'Eff#2 5 - rnsh)C v r 24- 0,5 O, iG4K3/.5 - ^_ 5}L Z.' -m•b K m=Fr as z �- 0.5 0.7 y zt - 24 t y+t 31 S1 L- a rn slo K w4 Y- QS 4-al 0.5 O.Y 5 2rt "3y to R 3 /1, S IL_ I - mabK rr*cr 4. I Yf O,Z 0, - f � 7 37-ylf Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < ? 50 mg/L ' Effluent #2 = 80D 30 mgr- and TSS < 30 mgrL CST Name (Please Print) ignature CST Number S A �o >�o�� s E b tC zz q 83?— Address Data Evaluation Conducted Telephone Number iwgns L' 9o�' \ A V E, t RIUEP�'FAu.S WS 5 01 7 - - ©3 y26 - 17.5 f 1 QCs page �p �p Parcel ID# _ ( POND 1-- __._ -- Property Owner _ l�0�'�`_��� � `—� 1 '"�' - - - - -� 1 D Boring 3V Boling # pit n. SoN�° —n Rate J Ground surface elev. yg � �_D n Dep to limiting factor _ _ T � -Roots GPO& Horizon Depth Dominant Color Redox Description I exture Structure Consistence Boundary E1 , •ERg2 in Munsell Qu. Sz. Cont. Color Gr. Sz, Sh. 3f - rn�bK 4,- cb -m o.5 0,8 1_ lL ( - rnd.,bK mfr at'J �F -M a.uJ ►�� V,4 Orl•• 1 4 Z -3 to vFt� /S -- Os 36 -40 IO Y RSIt. ceM I - I i Boring Boring # k pepth to limiting tailor •_____..__ In. _ Soil Ilcefion Rate pit Ground surface elev. C ] __._ —____ Roots GPDIit' Horizon Depth Dominant Color Redox Description Texture Grt Szu Consistence Boundary Sh. ,E� _ 'EM _ in Munsell Qu. Sz. Cont. Col I I f i I I Boring # Boling ft. surface elay. it. Depth to limiting tailor _._.- In. Soil Ilcation Rate {"J � pit GPOlf1 Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots , Eti#t ✓=M in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. _ t ) Etfluent #1 = BOD, > 30 _< 220 moll- and TSS >30 < 150 mglL Effluent #2 = BOD, < 30 mgt. and TSS 130 mg/L 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 T•1'Y 608. 264.8 l I Sur) •S to(nbm) I I 1 r PL OT FLO PKOPE fY UNI T: OM s CaA UID L —�Np yo ' t_ D I� 0 - 5 IK � N W OODEN row I W` -Tt1E SE t. 14 Po�T .a5 o�E� s ED I ¢$ xz_ 0 Ow O I!J 1 1 #2 -sv,KE IN Ml000EN VWT- .70'A6d► � GK v NO CO MM. 83 5EIPACK PPOPLN5 PROPOSED L• 5 f4C.RE-S 7 2 ' �M #2� XISrIN� F�NC� I�N� l�/VOt prtpP>�leT�l I..IrJt� c i O ' � O I L� A r NE -�. 8MA\ Z r z 3 —3V � o r r l fi h 5F -c N X SIGN�t7 C5T v ��1���✓ —. Zzy V 3 Z- �JASE: 01 -2-7-03 vuiliivu rxi 1J:iz r 1 10 440 4000 a1 %.xA w LVIN11%%3 WJVVL ST CROIX COLWW SEPTIC TANK MAINTENANCE AORE13MENT AND OVINERSHIp C13KTIFICATION FORM Mailing Address ProportY Address (Verification required from Planning Department for w eonstnrction) city/State �L �' r� r�f w � _ pal Identification Number yoT3 EGAT. DESCRIPTION j,� � �&✓ ffi� ' /�, Sec. � T i N - R iL w, Town of Property Location /•, Subdivision Lot # �S� i✓�7 - n �� L o'er 3 (# r� Volume _ 7 . Page # / � Certified Survey Map # 7 Warranty Deed # .�� C Lf a � . Volume �►�® Page # v Spec house 0 yes Ano Lot lines identifiable yes ❑ no S1'S'CEM E lure failure to beadle wastes. Proper maintece Improper uge and maintenance of you septic systemcould cesult its prcma r What Y P into the system consists of pumping out the septic tank every three YOM or Eoe wo if needed by a licensed pampe • Y P can affect the function of the septic tank as a mcatment stage in the waste disposal syst'n- -M property owner agrees to submit to St: Croix Zoning pent a certification form. signed by the owner and by a =stcrplumber, journeymanplumber, restrictedpiumbex or a l aessedpumperverifywg that (1) the on -site wa3tcwaterd40 - 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. ed have dead the above requirements and agree to maintain the private sewage disposal system with the standards I/we, the undersign set fortb, herein, as set by the Department of Commeroe and the Department of Natural Resources, State of Wisco O f'i� 30 stating that your septic system has been maintained must be completed and returned to the St Croix County Zoning days of the thrtic year expiration `coq A / v / 3 DA's SIGNATURE OF APPLICANT OWNER CEItTWjCATION the owne r(s) of I (we) certify that all statements on this form ate tare to the best of my ( our } k nowled I (we) ) am (arc) the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURB OF APPLICANT Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department• " «ts•.. �• Inctude with thts application: a stamped warranty deed ftom the Register of Deeds office a copy of the certified satvey Qp if tefctenoe is made i the warranty decd I 10/10/2003 10:15 St. Croix County Sharon Fuller- >halverson, Chad 2/2 I 2 l� J STATE BAR W ISCON N ORM 2 - 1999 - 7 3 9 4 1 0 !E5 Document Number WARRANTY DEED KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO.. WI This Deed, made between David E Kromschroeder and Eliza¢eth RECEIVED FOR RECORD F. Kromschroeder, husband 1Wd wife, Grantor, and Thomas A. Klatt and Toni M. Norell„as jgint tenants. Grantee. 09 /10/2003 09:30AN Grantor, for a valuable consideration, conveys and warrants to Grantee WARRANTY DEED the following described real estate in $1. Croix County, State of Wisconsin EXppT # (if more space is needed, please attach addendum): TRANS That part of SWi /aNEY4, NWI /.SE"A and the NE' /.SWI /. Sec. 14-T28N- T F 11.00 TRA FEE: 156.00 R1SW b eing part of Lot 3 of Certified Survey Ma recorded in Volume COPY FEE: 16 of Certified Survey Maps, page 4359 as Doctunent No. 688619 CC FEE escribed as follows: Lot o rt' led Survey Map recorded in Volume PAGES: 1 17 of Certified Survey Maps, page*S05 as Document No. 718859. St. Croix County, Wisconsin Recording Area Estreen & Ogfand 304 Locust Street Hudson, Wf 54016 - - -_. 022 -11 "j- 0 Sao: 022-19&30.000 Parcel Identification Number (PIN) This is not homestead property (is) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this c day of . 2003 _ * Davi E. K romschroeder * ' abeth F. Kromschroeder AUTHENTICATION ACKNOWLEDGMENT Signature(s) — STATE OF Wisconsin ) ) ss. S4 ,C"-O fC County ) authenticated this day of T Personally came before me this Q.;�' of __ . 2003 the above named David E. Kromschroeder and Elizabeth F. Kroulahreeder, * _ hu sband and w ife TITLE: MEMBER STATE BAR OF WISCONSIN (if not, _ 1( . p �Ilit to me known to be the person(s) who executed the foregoing authorized by § 706.06, W is. Slats.) O 't tru d acknowicdged the same. �2/ THIS INSTRUMENT WAS DRAFT B 1i MARLENE , Attorney David J. Estreen� S CNM1D j r+�; 304 Locust Street _ _ y► /41_ ry Public, State of W j Hudson, WI 54016 m rtr fit` ''••.. ,..••' Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are 14kewlfl c �� / S '04 ,) Iltg • Names of persons signing in any capacity must be typed or printed below their signature, Information Professionals Co.. Fond du Lac. WI STATE BAR OF WISCONSIN 8"5 -2021 WARRANTY DEED FORM No. 2 -1999 l C G+�GC.) 82'1- 1�7 L R 2 5 1003 ,tc)ix. CERTIFIED SURVEY MAID David And Elizapeth Kromschroeder Being Lot 3 of that Certified Survey Map recorded in Volume 16 Of St. Croix County Certified Survey Maps, Page 4359, located in the Southwest 114 of the Northeast 1/4 and the Northwest 1/4 of the Southeast 1/4 of Section 14, T 28 N, R 18 W, Town of Kinninkinnic, St. Croix County, Wisconsin. , Note - An erosion control plan vdII be required by the St Croix County Zoning Off(i0 prior to construction on these lots. North Quarter Comer Sectlon 14, T 28 N, R 18 W OWNER'S ADDRESS (Found eerntsen Aluminum Monument) 1353 C.T.H. "J" . 4' RIVER FALLS, WI. 54022 ' a , UNPLATTED LANDS " -$ a ..�qy9 ... N 19 W 525395' ... y h West Quarter Comer Q� —� 24.10: 325 28 section 14, T 28 N, R 18 W — 6 as r5usrter m fort no u85 , , (Found Bemtsen Aluminum Monument) ' " 2619.66 • • (North Ora SE 1/4 Spdon 14) 3 06 82 , ` j N t9 3 S" W 341.45•• '•b " `1• 21t61t' T Pro pae 1 e East Quarter Comer 9eMion 14, T 28 N, R 18 W a0ooppp 1 1UI1131t��"$� t � 3 _ (Found Bemtsen Aluminum Monument) a'tl - CONS 00 aNewaY (100' FROM R WA)q s,�9 ..... • L ?T 4 s eo°22s5" - U • iSeplic 2.6 2 Acres or 76 •• LAREN n II I *'• jjj ML, ?-.' ' •• * a W a IlIng 305q,FtNt *3 •W B IB; S T7„ IVER 7 �i c FWIS' ,:��� LOT 5 e J � z 2.388 Acres or g 104 a ooasxo a Garage 6 2.35 Acr or' 3 Ft 103'640 Ft. DATED: January20, 2003 (Exd. R/N a Q lL , 89 0 3705" W 237.10' TA-''' y H A W r South Quarter Comer �. X351 Sectlon 14, T 28 N R 18 W ; eG � N (Found Bemteen Aluminum Monument .Y D57 Z = - N 89°37 W 197.02' UNPLATTED. LANDS: LE GEND 0 Indicates 1 "O.D. x 18" Iron Pipe Set s llln. tL) • . Found V Iron Pipe E O ec on Comer Monument (as noted) —X— IndloatesFenee Scale in Feet A Indicates Soil Boring 10 75 70 Bearings are referenced to the North-South quarter section fine of Section 14, assumed bearing S 00 W, This Instrument Dratted by Mark W. Peavey SHEET 1 OF 2 0 " a ` / Pfd .!"J�b-�� 64B 86 1 9 VOL 16 PAGE 4359 APPROVED "�� KATHLEEN H. WALSH ST. CROIX COUNTY •� ®•��- �� �` -! � REGISTER OF DEEDS Planninv Zonina and Parks Committee ST. CROIX CO., VI AUG 2 9 2002 RECEIVED FOR RECORD A r 48 -29 -2002 9s15 AM If not recorded within 30 days of CERTIFIED SURVEY MAP approval date approval shall be nuts end void REC FEE: 13.00 CERTIFIED SURVEY MAP COPY FEE: 3.00 PAGESs 2 Dennis L. Rank Friedell and JoAnne P. Friedell Located in the Southwest 1/4 of the Northeast 1/4, the Northwest 1/4 of the Southeast 1/4 and the Northeast 1/4 of the Southwest 1/4 of Section 14, T 28 N, R 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin, including Lot 1 of that Certified Survey Map recorded in Volume 1 of St. Croix County Certified Survey Maps, Page 166 r • -- N 89 W 5253.95 (Recosdod as N 90°00'00" W) North Quarter Comer Section 14, T 28 N, R 18 W V EASEMENT ES 3 , i PLA ETT D umint L M onument ) ° h •A p5 Oj • T "� �'00" E :: ' T. � ---. S 85 °34' ML142 .43' 07 11 s1 -- -- 341.46- - ---5 � " �'s� 89-1%5- W West Quarter Caner 14 _ 4,�0 218628' Section 14, T 28 N, R 18 W • -- . _ . East -West Quarter Section ' East Quaver Carer (Found BerMsen Aluminum Monument) - - — BUILDINjG g W IRE--- Section 14 t3emisen N AMurdruun Monument) ' Dr� IW FROM RIGHT OF Ay1 • IAT 3 Q= _ 541 Acres . Ft. ` w � W el L R/� 5.031 Acres L ❑ 9170 Sq. Ft. 3 �_ �L N L L� ` U2 I 5.054 Am or 220,146 Sq. Ft. 1 476.14 197.02' OWNER'S ADDRESS N 9°37105" W 673.16' P. 0. BOX 567 (R- N90°°0'00" W) RIVER FALLS WI. 54o22 LMLATTED LANDS South Quarter Comer Section 14, T 28 N, R 18 W (Found Bemtsen Aluminum Monument) E 0 Indicates 1"O.D. x 18" Iron Pipe Set (Min. Wt. • 1.13 IbsAin. R) S • Found 1" Iron Pipe .. ..... ` 0 Section Corner Monument •• LAURP Scale in Feet 1"=2W (as noted) : MU x Indicates Fenix ° * S 13 ° * 200 100 0 200 IVER Bearings are referenced to the East -West quarter section FALLS °: �i fine of Section 14, assumed bearing N 89°37115" W. (R =) Recorded As W I. J A Indicates Soil Boring '�, • �� TED: July 12, 2002 This Instrument Drafted by Mark W. Peavey SHEET l OF 2 Vol, 16 Page 4359 Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsin www.commerce.state.wi.us /sb Department of Commerce www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary October 08, 2003 CUST ID No.220254 ATTV: POWTS Inspector ARTHUR L WEGERER 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: 10/08/2005 Identification Numbers Transaction ID No. 926952 SIT — Site ID No. 666207 Tom Klatt Residence Please refer to both identification numbers, above, in all correspondence with the agency. Town of Kinnickinnic, 54022 St Croix County ` NW1 /4, SE1 /4, S14, T28N, R18W C FOR: Object Type: POWT System Regulated Object ID No.: 924166 1 , 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" SBD- 10572 -P (R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10573 -P (R.6/99). • Per manual cited 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 area. chs. NR 811 & 812c • 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 See. 145.20(2)(d), Wis. Stat • Comm 83.22(7) 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. 111.(;'1' Page � of Scale 1"=c, ' o, k4 S m i' l 1'1 e _— ! G tc Lur L nj i ELg6z = �,` C>\5 3 SEE CORRESPONDENCE 3 i y o'oFVY PVC 4o"C G�2 S% Z v pv a F, k1 ql \ o $ N kz.,- °, V DO NoT CAM �f�. T q y - TAE " :or lG�ti�rL �3l�iS 1tPrv� �1 1 1ov�: N -. "1S! ve j Sim_ alb.." i3L�..Lt1:- _e1..iuo•o' ONJ "Ml�i GUQt_% �►�r°t , - _:Zk�V.�.._ :�?c�3T_ FTL NOTES: 1. Elevations shown are existing ground ele'vations unless otherwise noted. 2. Install 4" observation pipes with approved caps. (�; required). ' 3. Septic tank to be 1 euo (6S Ogallon capacity manufactured by \-' t M - ' CCry L°'�Z, - (l v Lf luooAsu _Mi - wl leiu0 Z 0 - F 4. Bench mark S _ Ski Pfj , 5. Divert surface water around system to prevent ponding at the uphill side. WEGERER SOIL TESTING and DESIGN SERVICE SOIL TESTING - SEWER SYSTEM DESIGN ATTN: DATE CC: SUBJECT: THE FOLLOWING ITEMS ARE ENCLOSED 0. OF DESCRIPTION COPIES SENT TO YOU FOR THE FOLLOWING REASONS: L- - FOR YOUR USE FOR REVIEW AND COMMENT INFORMATION DESIRED 7TY4-e WEGERER SOIL TESTING AND DESIGN SERVICE P.O.BOX 74 421 N.MAIN ST. RIVER FALLS,WI 54022 PHONE 715- 425 -0165