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ST. CROIX COUNTY WISCONSIN ZONING OFFICE - ST CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 EROSION CONTROL PLAN (715) 386 -4680 • Fax (715) 386 -4686 /f. 7 07 430 For 366 Vorwald St. (Kinnickinnic) — owner(s) Steve & Judy Guise - 3d 3 3 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 Inn— 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. Surface drainage at this site primarily flows north toward Lot 1. A retention pond will be created >200 ft. away from construction area. 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 the 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 ' ear 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 or to ask for assista wit osioy& sediment control installation. Prepared by: Pamela Quinn, Soil Erosion Inspector #665 4 c Owner acknowledgement of ESC Plan requirements: / A /2003 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 430336 0 ' GENERAL INFORMATION (ATTACH TO PERMIT) tate Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)J. �� = Tes�►s /rD: �` Permit Holder's Name: City Village X Township Parcel Tax No: Guise, Steve Kinnickinnic Township 022 - 1050 -70 -300 CST BM Elev: Insp. BM Elev: 7 E5 Description: Section/Town /Range /Map No: 1 00 ,6 F -, 1 d 12 1 VC• I 2-e- 18.28.18.276A30 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark a A � cd- 3.3ti o -Z ov • 90 Dosing ___ _ Alt. BM Aeration Bldg. Sewer fix Holding St/Ht Inlet T TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet U� Septic �Gr Dt Bottom Dosing p i HeaderiMan. /03,35 Aeration Dist. Pipe S / 10 J Holding Bot. System c Final Grade / �� PUMP /SIPHON INFORMATION G'ue y s � 1 Manufacturer Demand St Cover GPM • e'5 9 & - loo Model Number M E - 4 o _ 7r�6 A 3.�fo OD •� TDH Lift Friction Loss System Head TDH Ft 1 3.3 *4. 34, 4,, Q2 •7/ Forcemain Length � Dia. ri Dist. to well a 6 I h t_ SOIL ABSORPTION SYSTEM CLL� 8WaCXiZMCW Width Length No. Of Twnehes� PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS W 0 C e l / �_ -- -- -- — SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: , , n G 9 UNIT Model Number: DISTRIBUTION SYSTEM ead anifold Distribution x Hole Size !r x Hole Spacing Vent to Air Intake . 1/ Pipe(s) �r t �C /� { �' G%r - -. Length Dia L z Length roo fd Dia 1 Spacing ✓ / v SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of / 1xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges I Topsoil / I J Yes No ' Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection 11 /+ Inspection #2: / / �- Location: 366 Vorwald Street River Falls, WI 54022 (SE 1/4 NE 1/4 18 T28N R18W) NA Lot 2 Parcel No: 18.28.18.276A30 1.) Alt BM Description = j& rn 1 4 6ep4 t U ctVi i/ � � E � G � Vi icst 2.) Bldg sewer length = X10' SGi1e G�kie 0 � � y � �'�• - amount of cover = �� Cow P o , (kvn✓ l7U i AU.,j C.4circA6 — ` - - - - - _P� - - -- - g T Plan revision Required? Yes IN. ,���� OJ ° Win- _ �Q /t Use other side for additional information. �'�/ 7 (f SBD -6710 (R.3/97) Date Inse ctor's Signature Cart. No. Safety and Buildings Division County x _201 W. Wa s Ave., P.O. Box 7162 4Z�Z �seonsin Madison, WI 53707 - 7162 Sanitary Pertntt umber (to be d in by Co.) Department of Commerce (608) 266 -3151 q30 3 ti le Sanitary Permit Application State Plan I.D. Number -T- f�^r•1. mm In accord with Co 83.21, Wis. Adm. Code, personal information you provide N ` / may be used for secondary purposes Privacy Law s1,5,Q4(1)(1n) Project Address (if different than mailing address) I. Application Information - Please Print All Informat on Property wner's Na me Parcel # Lot K Z Block N •�- S v`CD u s oZ2- So - Property Owner's M ailing Address Property Location C' , State Zip Code A Phone Number /4' y Section l/ U Flq-cq K 2 "Z "� '� / (circle o e) II. Type of Building (check all that apply) �� T Z<9 N; R `E orl� CSM 1 or 2 Family Dwelling - Number of Bedrooms C S ion Name N I b .--- -- ❑ Public/Conlinercial - Describe Use /'" ( 6 Pb T Z3 ❑ State Owned - Describe Use D ST 0 A/ CQ�YL /00 • p ��— ��(. ❑City_ ❑Village Township of ` 1 Q III. Type of Permi (Check only one box on line A. Complete line B if applicable) A. %, New System y El Replacement System ❑ Treatment/Holding Tank Replacement Only. ❑Oilier 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 N. Ty e of POWTS System: (Check all that apply) -- — ❑ Non - Pressor ized In- Ground t Mound > 24 in. of suitable soil ound < 24 in. of suitable soil ❑ At -Grade ❑Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized Li- Ground 11 Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit - 1 Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Inform — Des'gn Flow (gpd) Des' >n SgiI Ap lication Rate(g dso Dis )ersal Area Rec uire A �� � ) (sf) Dispersal Area P); posed (sf) �S_ystem Elevation VI. 1,U1k Info Capac in otal Number an fact ter Prefab Site Steel Fiber Plastic Gallons Gallons oPUnits �{�(1Z� Concrete Constructed Glass New Existing (,t/ / "rarilcs Tanks Septic or Flolding "rarilc - - - -- Aerobic Trearmen[ Unit Dosing Chamber - - -- -- — — i -- - - - -- � G am_ -__� —_ - -- - - -- - - -- � - -- V1I. Responsibility Statement I, the undersigned, assume resp tsibility for uistallation of the POWTS shown oil tile attached plans. Pl is Na me (Print) Plunber's Si gnature MP /Ml4t 'Number Business Phone Number (Print) Plumber's Addre ss (Street, City, State, Zip .ode) -� VIII ount /De artment Use O Approved ❑ Disapproved Sanitary Permit Fee includes GrOnndwiter Date Issued Is ng Ag rt Signature in Surcharge Fee) 3 5 - 0 - co q 1 A. a 3 l rr��,,,l�,t ❑Owner Given Reason for Denial Sy 11&CdA�Rs of Approval /Reasons for Disapproval 1 Septic tank, effluent filter and ( wtm. dispersal cell must all be serviced / maintained 1�6'4,e gvh�tll /Z� / as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code /ordinances. nt . 3, V3 - L 9/22103 ai,,P, 1 � 4tjA�0 ' Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size SBD -6398 (R. 01/03) rLUl YLti1V Pa 1 Scale 1 "= 5(�' Page of LO i L ! h l Q �o� s M �O tv v T YZ <Z> ' (/1 103 U SAP A SS' ` o� u p oo �� Z ti P V C 9�y t 1 J 3 o m�Nl U CJCL C� i E L13 z.� 3 _ a1 -- aVA LE 1 : pN 8 "Z-mt=, 3tq - D l fl PvC \ aI w / -L� -; -- - , NOTES: 1.- Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be r Lup &o ogallon ca acity manufactured by 4. Bench mark • S Es f V E �. Divert surface water around system to prevent ponding at the uphill side. Safety and Buildings 4003 N KINNEY COULEE RD ' LACROSSE WI 54601 -1831 " ' _ - TDD #: (608) 264 -8777 *isconsin www.commercestate.wi.us /sb www.wisconsin.gov Department of Commerce 9 Jim Doyle, Governor Cory L. Nettles, Secretary August 22, 2003 CUST ID No.267341 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 APPROVAL EXPIRES: 08/22/2G05 Identification N umbers Transaction ID No. QO'.�', -'r- SITE• Site ID No. 663513 Steven & Judy Geise Please refer to both identification numbers, Vorwald St above, in all correspondence with the agency. Town of Kinnickinnic St Croix County SEl /4, NEIA, S18, T28N, R18W FOR: Description: Proposed Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 916087 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD- 10706 -P (N.01 /01). • Limited activities ace allowed in the aiea 1:5 feet down slope of the component area. Sufi compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • 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. • 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. c r d � ��Ff��2`t�'FZib���fAf�� t ARTHUR L WEGERER Page 2 8/22/03 Owner Responsibilities: • Comm 83.52(1)(a) - 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. 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 is responsible for submitting a maintenance verification report per Comm 83.55, that is acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Gerard M. Swim Balance Due $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm jswim @commerce.state.wi.us WiSMART (code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 Mound System Management Plan p age Z. of Pursuant to Comm 83.54, Wis. Adm. Code SeQtic _Tank The septic tank shall be maintained by an individual certified to service septic tanks vrider s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be. inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg /L BOD5, 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 gam(- ��and local or state rules pertaining to system maintenance and maintenance reporting. st D ;1.0 V91 4 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 ��5— 3$tj_. 6�iJ �'j 0_`x The system installer at - 17) 3 _ 11 111� The tank manufacturer at �Db - YZs %- S VJ I zieR The effluent filter manufacturer at Abu Z — 3 7C(Z Z � The pump manufacturer at L11 19 — Z." - 11,4 Eli S PLOT PLAN Scale 1 "= Sol* Page 3 of Lo7" L ! h1 Q _ S �10 YVUT 1 0 PUO u ��w 2Y moo / o i G . g hl _ \ I t Lur Li �,j k� �j '7 NOTES: 1.- Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be \ ZUp O0 0gallon ca acity manufactured by W � Z � �1U C\ZE'`f� I.yl,� lZlJO �8�11 - ►v1. � - �� o0 4. Bench mark S� f i V P- ' 5. Divert surface water around system to prevent ponding at the uphill side. 08/25/2003 05:52 7152737753 NELSON PLUMBING PAGE 01 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer 1r_0C: A TO-16 II S c Mailing Address 1335 �,�c�. �� I-C1 ��r �cc (�Sl r 5q 0 -) - 0 - Property Address b� v (Verification required from Planning Department for new construction) City /State Parcel Identification Number a 2- - — re�� o22- 7o -3ov 1(,ECA�, DESCRYPTICZN Property Location ' /,, t/,, Sec, , T_ -R__I�_W, Town of � ' nZ(L)i C- Subdivision , Lot # Certified Survey Map # 1,ol a - 70& 2, - :, 2 ,Volume RP ,Page # L � Warranty Deed # _/0 _32__'3 , Volume ? O ;,� , Page # 3 Spec house O yes 11 no Lot Iines identifiable O yes no SYSTEH-MINTENANCE Improper use and maintenarrceof 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 ftutction 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, restrictedphunber or a licensed pumper verifying that (I) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undttrsigned 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 ee V y ar a piration date, V SIG TURF &04JIkICANT DATE O R ON I (we) Certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the prop described a ve, by virtue of a warranty deed recorded in Register of Deeds Office. Sl(I&ATLIRE OF APPLICANT DA Ck "••"' Any infottttation 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 decd ' TITLE SHEET Page i of FOUND SYSTE24 FOR A `I BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD- 10691 -P and the Pressure Distribution Manual SBD- 10706 -P (N.O1 /O1) N 0 ( 1 /O1 LOCATED IN THE 'S7—_ 1/4 OF THE N E 1/4 OF SECTION )E ,T Z$ N,R 18 W, TO OF 1►`1Jv J O\21f.1j1C SY • �(l COUNTY, WISCONSIN. I 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 PUI.IPI1`dG CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR RECEIVED �w Stom' �� G�� `� sr AUG - 1 2003 SAFETY & BLOGS 01% PREPARED BY WEGEr-<ER SL7 S L .TES—TING AND. DES 2 GV4 SERV = CE P.O. Box 74 421 N.Main St. River Falls, III 54022 Phone 715- 425 -0165 ,��►��~ Fax 715- 425 -6864 '� �,Gt��y •N HUV t M'EGEr1EA y 6LLSW0,ITN f,e n! SAFE tTY A JOB N0. D t Pace y Or" ? r y Approved Synthetic Covering ASTH C33 Distribution Pipe Medium. Sand Topsoil - _ F Elev 3 E „ b 3 % Slope r Distribution Cell of Force Main Flowed Z" to 21 Aggregate From Pump Layer d • Ft. E Ft. CROSS SECTION OF A MOUND SYSTEM F 0 , Ft. G 0•S Ft. A Ft. h' 1. u Ft. Linear Loading Rate= 6 - C /LN FT B )0 O Ft. Design Loading Rate= •p,3�GPD�SQ FT I � - Z. Ft. J q Ft. K 7- Ft. Alternate -poon L Z Ft. -Ft� rc -2-li a_ W Z Ft. �} - Observation Pipe A i --'�6 $ - o - i W ��_.��_. - - - -�- ---------- - - - - -- J Force Main �Oistribution --Cell of %" t 2 to 2k Pipe aggregate , Observation• Pipe (Anchor securely) PLAN VIEW OF A MOUND SYSTEM Place the holes at the bottom of the distribution pipes at equal spacing. Remove all burrs from the pipe and holes. E Extend the end of each l up with the use of long turn or 45 ° f ttng to a point within six inches of the ful3l grade- Termite the ends of the laterals with a vaive,:threaded can or • threaded plug. Provide access from final Bade for the valve; threaded car or threaded pIu;. 1 7'1 ?1C1 L C\-QSS - P \J c_ F�JC PV C Lateral Manifold f.ater x x x x x/Z xa x x x x Lateral Length - Lateral Length - P Distsibufign Line IT P i FrC Z- soX — -o F Ft. Hole Diameter { fAch S = Ft. Lateral " Inch(es) X 3 b Inches Manifold ) /l •Z • Inches Force Main " Z Inches # of holes /pipe Invert Elevation of- Laterals 101 Z Ft. ti C.Z. VEMT PIPE APPROVED LOCKING 1 10' FROM DOOR., &WHOLE COVER AJIV VQ ?tMQQ PIPIT -AMDOW OR FRESH µ'ARNIUG LAgE(_ wlrl %t ALP IuTAKE 01P s cosiryiir tj r Fl Nts(� 6�`^ui. i r Y AIN. • G �YD E .�� IAILET c PROVIDE AIRTIGHT SEAL, I I I Approved jont a i9 — LS 00 I li ( joint PVC pipe I II ALARM PVC pipe o �I II I I C I I ou CLEY g5.7 T _ -J . PUMP OFF D COLICKETE ��_ S ,O �� PLOCK ti RISER EXIT PERM1717ED OIJLy IF TAIJK MAUUFACTURrR HAS SUCH APPROVAL 3 "ApPR�+ht; . �B6DOsN4 SEPTIC F SPEC,IFICATIOUS DOSE T —AQKS MA WI Z e-U1J VtItT-+� IJUMBER OF DOSES: S'o PER DAB TAMK tdZE : W L'' \IZO X800 WLR ALARM GALLOIJS DOSE VOLU ALARM MAAIUFACTURER: —S S � T 1 T1Z� S IAICLUpING, 15ACKFLDW: 1 ��- GALLON MODEL QUMBER: 10 L�v l 14 _ Lei LIU-I - CAPACITIES: A_ `— IMCHCS OR SWITCH TtIPC: Lfzc� GALLOys Pump MAQUFACTURCR: P 5 8- Z ItJCHES'OR G(LLOAIS MODEL MUMHER: — M C: 66 J _�IJ HES OR L LL0LlS � 11 ZINCHES OR Z �'�' 3 GALLOiJS SWITCH TYPE: "e �Z MOTE: PUMP AMC) ALARM A 8 c c J0 ' -7 MIMIMUM DISCKARGE RATE Z •gn GPM INSTALLED OW SEPARATE CIRCUITS VERTICAL DIFFEKENCE DETWCEU PUMP OFF A 0I5TRIBUTI0u pIPE.. l�'`� 3 '' S FEET 'I' � SIMUM ►NETWORK SUPPLY FEET PRESSURE , 6 SO �S O�c �� 3) I' • ( FEET OF FORCE MAIN X F j0 FLFRICTIOAI FALTOR.. b �� FEET 3 TOTAL Oy)JAMIC. HEAD Z�-7 EET Z As per manufacturer Z Z -Zf gal /in. Liquid depth 3 J PGt E2 L "�+Srr.,n�tr+ OPhn. }rnrnl q{ Go'►rnerL� elti•frattnf cI Salety and Rundtngt ` SOIL 15V ALUATIQN REPORT of -3 All }, rRn �+ decade +,cs wtnr Camm ES. V ftr. Adm. Cods +rk ri,•kg trk l nine Man n }f trnnrr rM Irtxr tlmrt t! 117 x 1 f lrrcrrao hr at►p, PMr, mtrAr .57% hrrl nnf R ar f� v r m m-e Camty y hcrnt !trot b. SC tln ca b, diner! norltorrlat retnrsncq t +nt (t]NI , - �� d�•� „ slnny, hr tlr prrpw• and rf7c7rton 0vgttlorr ehd and ddsfance b Meyra,rl raved. F•tf I u), 0 z 1 05 - 4 - - 7O • ot72j lliewse pr/ rl ariI►rfarntailo,r. _ r'•;r «rw.nr infn.•r,e.n 1oWgd t-tnP Y Uw Y ^rr r „ o. , filn n,,,y M r, ttA Arr F!eo,dr.7 1+pgror», Rev 41 to trrlvpMy lrr.r, a, tR.eq t °1 tn,S1/��jt! tgn rty t.Or~rtbn r r'fvvf; iu` �, -- � 71—P � �, o 'F Addrt!rrs G 1 1� Cant. Let � l A1,6 114 S l� 2 T $ i:ITy -�..�� IC Xt��•��,�+ ie7.rd� tbt tltECk w s Naw+a pt � a � (or) w 1r t y vL ff " � p ro �� • n`cam me „e ,n e, ►� �” /'ENOjuCr C.St7 Atr.w / �/, SrO 7 t ���►/� (e �.� Vtllsge �1 Tt7wn lharoat RoaA $ Conat,rr , fr K r.t!i�v, y. Ss cttn•. G IEivty l .- (3i`9'14r V iP.' r +s'rICOM 7} / NVrr+hi/;t et tArnnn) bedroeny r'r'•'rh/ U Cd desbn r+�t!lrterr r r C CCNnrrrM� fat • t)9RCIRfe: Cttd� dbrly ` f��'._, Row ryls opt $ ;r ror+*++9hMt �— f z , _ �+e0d t}Ipin etsvafteM N pn.r recrm mr.*dattnr+s : A& .r1, f. tutDtwai� --- •� --�-- '' '�'`'�� �'"'c' 3 o �a�C�� ttvrrnp A E ( Hnrtnp `”" `_' �,- —�- -- «�_ /� 1: ►f]'f �r. rll 011 Alhrt sail , ae rtnv. / • �� Oe" to bnrtn no act r /7 t Odgx btttratpMem C In. Metnseq Temittre suudaro omftle"m tg B trot Rare �0 Y/2 I R r -sar cent. Co4o. eu+,rl.ry Roo+e QPDm Z__ - z5 �o /t' S �- Sic 2 fS K �,,' -- �,f�4 L 2 — 9ewrnd A 14Uh ? T K:1, r'tl t�alnA srnt0 ;e arw. _� �0�0 y i on brq+ "' arrr•M•,anl ` n. C?tttttr to rr.er rs.•rer � / S s',s . tn. Munson War Ot 8s Teahra 4 �� s tn. — 0' / y � Cer . Ex S yt 8ir � tiele 6r, Ex. bourrdfuy Roofs pt• y G o �.t.rslbk' ,�'s �r •Errs •�ttsz l /o y L 1 s ef S cs S /o %e S. Errtuerrl b1 - goo . �0 c C• t tu,rwp trleaoe t rtnfl ZZO tilt A ttncr �$g `3o r ISO .n (rn. • 1Sllrtir ttt A2 fe 9t�b a 30 r 4 f� 1 d/eJ " r - . J Si4r+afwK •� r'R/l and TS3 a Jb WGI T O,rts vMpeppr 4ondueted � Z rl �. S t' ./y a �3 A,sC ebrrrtrr.. Nur.rbar Utbdeht A Aaeeal■tes 71 • 3'�Co • $�8 Prtvsl• Sawap, Cancan tnta �� etsn orfaen lad. t +udsor,. Wl*. Luta�e 8efctre 1ac11,1 20nit Omnrllta c Per Issumwe of Derrrdts anti n0 ralntad - THIS I r1iPwI c ai.L P an care SEV t pq Reg liBliPfillid submi AiI & laws 61 PMOftoc V L L. TA7 E LEL. Plar s w1N n"* to be 4 0 ta?V wasstewalsr o0mW ant tract Pkin at*rs mm. 83 1 dssigner pe r Hudgm Of 1 yia- 7724U2 C — ) I PP-RT OF 3 ee 441s "sconsin De art►nenl Of Co 1 IVISIO11 of Sa fet y and Buil erce SOIL EVALUATION REPORT Page / of 3 In accordance wU11 Comm e5. Wis. Adm. Code Allach complele silo plan oil 1 er not less Ihan ff 112 x 11 Inches In size. Plan must County �t j C�O�•x inclurle, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, norlli avow, and location and distance to nearest road. Parcel I.O. Q 2 Z • /Q,SQ •70 - DaD Please print all 1rlfonnaflon. Reviewed by bate Personal inrormnllon you provide may be used lot secondary purposes (Privacy Law, s. 15.o4 (1) (m)). Properly Owner Properly Localion r&1) LE GOvI. lot 59 1/4 IVG 114 S`8 T 1 B N R lV E or W Properly Owner's Mailing Address �/� Lo Block q Stud. Name or CSMIf ( ) Z Z. o G %v,E - Stock �X ,hN�E- ` F.uv;,u r,. CSM CITY Slale Zip Coe Phone Number S7! j04 V L ON s� /d [)City [I Village 14 Town Nearest Road ' 7s ( '7ls) 38 &.s1rG Kiw.vic,k %vvi c //t y. ss New Construction Use: XJ Residential / Number of bedrooms Code derived design mow rate _yJ'�a — (p O'O GPO [A Replacement Public or commercial - Describe: 1'arenf rnalerlal �E d Dt' �,5� T J� /f Flood Plaln elevallon Ir applicable General Comments n �f �y r ` n and recommendations: 1 p C& a.7,,3 0 (Z.) (A,) C J J� TES' Te-574W 2A A -/ // -# � R ole 4 �i+�.sf�f < /�!-r�o ,v o J � 4 /Llov vp 5rS72s-'`.f r ¢ -19,0i ri 0 Boring # Boring /r�d• �!!� Sss Pit Ground surface elev. 0. Depth to limiting factor in, tlorizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soh Ap GPDMI.. Rate In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Etflll 'EfM2 io;, L /3 L 2 Am5he .�s� CS 3 Ic Z 5• /0 VR 3/ ifsh� s C5 z 3 9• l /004 Y14. zfshK cs / . s : g •LS /o //t'sj ''' S�Z- z "Shk P c5 — . s •8 CL 17rS he 7-S' liR y /l< J Boring # U Boring / �O p // = 1 ��ryry Q J S•.s..S . tom. Pit Ground surface elev. m. Depth to limiting factor / In. I Depth Dominant Redox Desaipllon Texture Slnrclu►e Consistence Boundary ots SoN Appik�iion Rate In. �' GPD/fl' Qu. Sz. Cont. Color Gr. Sz. Sh. 'Er!/1 'Erfr2 2 4-/0 Z- / s ,� s cs � F 41 a 1Jhk •w1- cs / • s 25 ! M 0r s VR ICS At AK-/7' C , z 2s -5"o /o ri mo C /fSh L *7sy�� ' EfOvent !/1 = 130O > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent 02 = BOO < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) e _ Signature o & V" F T ?f�4k � /� i ® CST Number address �J (,rG Z Z 4,; "7 S • Dale Evaluation Conducled Telephone Number Svc. AqA 42.3,,,C 7�S• 301v -Of $S Ulbricht & Associates Zod Z Private Sewage Consultants 655 O'Neil Rd. Hudson, Wis. 54016 For iosusme of permits and designing Contact: Ulbricht & Associates Registered private wastewater consukarit and phrrnbers 655 UNe4 Road Hudson, WI 54016 715.3M8185 or 715- 772 -3442 OR�GMA I PEwP11v - CS /y oaf �•� - ., G��ER rz Properly Owner QZ Z • / OS O • 7 O ' 2 Parcel _ l IU p Page of I '� U F)orMg p U Eloring Z �^ pit Ground surface elev. b ry. Depth to IlMlIng factor In. s•S•`� !lorizon Ueplh Uorninanl Color Redox Uescripllon �Irn lication Texture Structure Consistence Boundary Roots Soh A GPD/fl Role In. Mun Qu. Sz. Cont. Color Gr. Sz. Sh. : 't •Ellfr2 / 0-1 is 4/R z L 2-w F . S 8 2 S /n /b / z L /ys,6k e5 Z 3 D o y '� Cv S/ z S ke c W -24 ' S7 S/ f/ o 511 2�FS /►rte e — S g col r eL S• floring ff �t Holing • . " Ll Pit Ground surface el�v. ` _ ft. Depth to limiting factor In. Soil Application [late !lorizon Ueplh Uornlnanl Color Rednx Uescripllon Texture Structure Consistence Bounda Roots rY GP D/ In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EM TIM r U Horing !1 rU Boring r 1__I Pil Ground surface elev. n. Depth to limiting factor In. ` !lorizon U on epih Uominanl Color Redox Uescripllon Texture 5truclure Consistence Boundary Roots Soil ApGPD /n Rate r In. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. 'EH/f1 'MR2 Effluent 01 = BOU > 30 < 220 mg/L and TSS >30 < 150 mglL • Effluent #2 = BOD < 30 mg/L and TSS < 30 mglL he [)epatlmenl of Cortrnrerce is an equal oppotlunil r • need material in an Alternate formal, please contact department ent �at -266 3151 n or 608- 264 -8777 serv or SOr1.R (R t; /IMr i d 0 -- a N 3J s m � � o 0 08/27/2003 15:59 FAX 0 Z 003 1 12.x17/2002 10:03 7153814232 NIELSEN PAGE 02 P� T o� r3 4 ��ls sr "011 Oererbrrrrnl of Corrwwree SOIL EVALUATION REPORT 3 1 1%'1.,101, or Selely dad BuIldu,gr Peps M Aocordence wInt Comm S5. Wls. AAm. Corte A11 trn »t,Ihfe , rtic Mrrn an pnprlr, fre,l lest Ibrm D 1/z X 1 Inches Nt sloe, nlef►t mtrgt GottntY S T- G/P� / x Irrrllrrlr•, ►rrrl nrrrllrttl (n; vr!rllr nl nnrl hot;onint rclnrsncrr point MpAj, dlreCrlor and trorCCnl aler+e, etPIS or 0 north P►rou•, and rocrellon end drslanee to "*weal ford, i+prtagl I.D. O ►please prlllt all /rtfonrrafloor. Revlewad by Dole ► 1ti1n....nlMrr rm 1 the -1.re .tiwr h- felv"d am wqua rhrry flIrpreaep Ir -l-mr I Pw. N. Won (I? In.)1, r'rl�frAty r rrollorb Loc-sl n Fi��� LE�E12TL arm. Lot SJF 114 t/e s!$ T .2 6 N R /19 I tl�npl'1r lus Irfg %lddreegs Lot 0 EtloClt 154te, Nntte or CSMI 2 EAoPoiAurr CsH f.ny - late IF C e ,one mr er 57- t trp L / 5 /e [] Gly Q "Page ®tvwt Hwroal Road !�� S t 71s, a fi re -S2 /G ,e,',vv;cK�:vvi �[ y. SS Mrw Cons"'rtllrxr V bedreoms I..:1 �rl,lscrtr»n.,t 1 Cvde derived deshm now rele yso CPO U t4rbllr, or 0,010 rrrrI-Clof . Descrma: rn.rnl rnerinrrert fff f ^ d � ,� r y-y //� Flood Mon erwMlon N sagsvaNle A rl"d ra) carmm�,ly PO E& COW A4- �S D Lam__.. nnA rete/nnrsndeho• - C �Q.' d� s; T om' s TD'STE / A f y ` 't'vi� �R �.�.s�•�'!r� -v-�.v o�• � �iovr�® - sJ's7Zc -� �s�,v G-- Vi Ol�i Tj r � � �,cJ�t G ( t / 1 9orino R U nodny V rrt r+rrnmd ssrrfnue err►v. _ • /l. pap"I to liminno 111=100 In, I Ib111,en Ur lip SOM 00110" Rate p 1 ?or■rinartt Color nedou 0 -fIlf" rex"" ShtrOtule Cor■slslencw eots■dary Roots rppwtr In_ Mtlnle0 Ga. 39. Cant Color Gtr. $x, 61x_ 't:rtlr •ER01 / 0 5 J Y/Z X '/3 a Z A.t ,s06X • d s,t e..< 3 YC s . � S 9 ° y R G /mss s c Z S/ G. A,< 'y s VA y/U ,, I Ormond rutproew "Ill-. �� 9rning A U pgrinp D(f A, Depth le ttr.11nnp tsril0r _ H._ I In.H,op D . tit A bflon Rate °F Orxn►nnnl Crier Redrnr nescrkrtkrn Teague Sinrclure Censblonee 80Wrrdsr). Rents dip ■ M+. manse" t]tr. 9z cc", Color 1w. a& 611. 'Ettt►t - Et1112 /a Y G io /o /r / L ! s /IC S - D - / Of / o / Y, ----- is -2 fsb s 2s . o y R 7 -T VP rim E/lluen/ IV a eOb > 311 220 mWL end TSS 11 30 Irro rne/t- • I;MO 11 #2 rr t l gCp 30 lntl/1. bpd 159 3U �ti j f.S 1 Ntirne ea`e I-rlhq Signature za6 e S Uale valprrNo■t Go led eleptr p" Number UlbTlchl IL Assoolaloe PTI,/sle 8ewsp. Hud son Consultants was o•l . rid. , WIa_ Beo7B 8el0lre local zoning For heumme of petntlle am doslgnlrtp� A fantod - THIS PRO ECT WILL COAt111ft' U lficht & Meadows EOU1RE STATE LEVEL PLAN Repbt~ PI tMlewaler CININUMant 00 Pkirnbers APPROVAL. Plans will need to be WA OWOH RMW subrnittW by 4 qUalNjed dsoignor per Hudso* Will 54016 Comm. 83,22(2)(C)1, 71S42"I85 o r 715 - 772 -3ddZ no ' ST. CROIX COUNTY WISCONSIN ZONING OFFICE NN NNNNNN■ - uu ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 EROSION CONTROL PLAN (715) 386 -4680 • Fax (715) 386 -4686 For 366 Vorwald St. (Kinnickinnic ) — owner(s) Steve & Judy Guise 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. Surface drainage at this site primarily flows north toward Lot 1. A retention pond will be created >200 ft. away from construction area. 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 the 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 or to ask for assista wit osioV& sediment control installation. Pre ared by: Pamela Quinn, Soil Erosion Inspector #6650 4 q4t-z�� Owner acknowledizement of ESC Plan re uirements: 2//2003 Staladard Erosion Control Plan for 1 & 2 Family Dwelling Construction Sites ' ?dcSOrAing tcl } t pXers IJ. 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'+,:i};:i:GS: ?:�"�:ti:'riiii }:si �:�:::iii2iTir:iCF': j::!:iii "iii+ ?: �i:�:i��f'vi:- :ii::j j;: j! iii::+:: �! i>:+ M1C �ii::::\ ?ryi?:':: �i' ii: ':t:j ?::i:(ifvC':!i::i:i } }i ii: ? ?isJi �: v�iv* isj i:::::? iiiif �i'•} i::: �: isji: } ??'��::'' Applicant: Name f 1 Daytime telephone number Street address, city, zip code Landowner: J I'°��, V t S e I °' Name Daytime telephone number Street address, city, zip code Location of the building site (complete as appropriate): quarter of Section Town N., Range 5* Lot .� Street address Instructions: 1. Complete this plan by filling in requested information, marking 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 ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, the DNR Wisconsin Construction Site Best Management Handbook, and UW - Extension publication Erosion Control for Home Builders 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, 608/266 -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. 1 1 i Cho& (,/) appropriate boos below, and complete the site diagram with necessary information: we C XI N s S ite Characteristics 1,1(" North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways. ❑ lC Location of eAsting drainageways, streams, rivers, lakes, wetlands or wells. ❑ 1 Location of storm sewer inlets. ❑ (� The gradient and direction of slopes before grading operations. 1 The gradient and direction of slopes after final grading operations. Location of eidsting and proposed buildings and paved areas. ❑ n Overland runoff (sheet flow) coming onto the site from adjacent areas. Erosion Control Practices ❑ 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. Location of gravel 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 50 feet or to the house foundation (which ever is less). ❑ Location of sediment fences (filter fabric fence, straw bale fence) or vegetative strips that will prevent eroded soil from leaving the site. ❑ Location of sediment barriers around on -site storm sewer inlets. ❑ Location of diversions. Note: Although not specifically required by Code, it is recommended that 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). ' 1 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. ❑ 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 ❑ Location of other planned practices not already noted. i -Site Diagram - Note: Any base map of useable scale can be substituted for this sheet. ir )i - if-j' Site Diagram Legend Please indicate north direction PROPERTY SILT by completing the arrow. LINE - �— ' FENCE EXISTING STRAW DRAINAGE ~� BALES I —�� TD TEMPORARY icy GRAVEL DIVERSION _ N FINISHED TREE I —' DRAINAGE PRESERVATION LIMITS OF STOCKPILED GRADING TOPSOIL 1O VEGETATION Scale: SPECIFICATION AREA 1 inch = feet 741 1 E6aa VOL 16 PAGE 4423 KATHLEEN H. WALSH THIS INSTRUMENT DRAFTED BY: WILLIAM KANE REGISTER OF DEEDS b JOB NO. 6000 -08 DATE: 08/27/2002 ST. CROIX CO., WI O • 0 II REVISED: 09/19/2002 RECEIVED FOR RECORD x 12/10/2002 11:00AN GMV EE 4.00 . I \ M O O M0 00 0 x w-i C C 0 :=! C g D in m @MH19p w @VNIEG°3� M I� I N° 0 N) O r� M � I W s 0 0 0 W ° ----------------- - - - - -- l o l O ZD Nx N �� �� D O m WEST LINE OF THE 1 �i�oZ` G Z � m � o c Z c N m Z SE1 /4OFTHENEI /4 i� m M M 0 O 0,C oo m z — 424.88'— I ° 0 UlNV) D O -. r _ z z m c z rn m S00° '43 "E 497.59' / ` _ _ ° � �cc C) D - -- - rnrn Z z O 0 O O 20 .00' 221f.88 i m m M �' y m m 0 iOo 72.71'` 83 �Z -nm �� OZ m I �I� Z I� cO> IlTJ1 0 °' m� ;0 �C I� Z c � I ' 1 $ z I o I�1 fTl m I O I I r C1 I I I v Z T1 G7 m I p01� r �r GJ I■ I� 0 0 �m I OD 1 O 1 O ' , - I� -ixNd7 T � z I� N v 63 O�D Cp � I 4 X2 rn 1 0i0 A Iy/ cz�� I� ZG0 II = W �n I� r m�T` Z U) I ° � rn D. .4 50 I3 I � I Zm0r n M I�I I�C�n Nm 5��0,6 I� r�Z m 070 I� N M v Z� I lnul I °0 CA) 1 ......... 1 z -c Z i 0 z ' m ♦ 1 �66 �l �O N O 5O C o 'Tl o 183.68 - 200 00 N � N5 ■■ (n -� N00 °3 383.68' 8 rn - rn - - 7A Soo °35'4 "E 400.66' ca °� 0 � * � M m o = o� \� U)� 200.00' 2oo.ss' ,00 0 Z rm 7: �4'O M O N C 1 Z D 0 1 O) O _. CA) r K . p ° t o ... T�� 66 X M M 8 VORWALD STREET x'33 m 0 0 0M 0 w � r r a= �SOO °35'43' E ��� 0 Z TD M�m0 r L, cu �_ T r 497.59' ZN v �m°OZ� cn O m u O pD m I C0 —I ITl M "'� '� Z m -n ° I I C7 �I I z c z no 0 o P ow o� m > I Z I �Z OD O M ° I W CD I (n Z p I n W w Z _ O° z 199.91' 241.78' 58.44 Z z O m o m N00 8"E 500.13' z o• o m M �' — 441.69' 00 z 8 n p O I I� I� QLrn�or�Go�lIG,V�LIo N c m m C o D O m m D cc) Z I OM V OLD❑ o P@,, 22@ @ - 0 \ O r co C " "' \ °D ° ° I ------- - - - - -- 02 - Soo "39'24 "E I EAST LINE OF THE NE1 /4 \ "E SOO'39'24 1 1311.47' 1311.47 Z M A S00 °39'24 "E 2622.94' 0 m0 r r r r r N APPROVED BY 00000 O r- 0 0 O TOWN OF KINNICKINNIC w N '� -i � .. O M� n DATE: ��%�¢. - - /D uo _ D 0 Z L d /.wb .� Oo 0 0) { O O C Cu f*1 BEARINGS ARE REFERENCED TO THE N v w rn 0 r N Z i EAST LINE OF THE NE1 /4 OF SECTION �' N fl1 0 � 18" ASSUMED TO BEAR S00'39'24 "E (��_(, 0 001�C II Dm N �0 N if r }� �F .a�:uil jll ��:e,r, Gf 0 $ SHEET 1 "0F '3, , N Vol.16 Page 4423 ME40 Series M 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 30 10 U) W (r L Z 25 8 F ❑ � l 20 6 J H 15 J 0 F' 4 H 10 0 r~ 5 2 0 0 10 20 30 40 50 60 70 80 90 100 O CAPACITY GALLONS PER MINUTE F. E. Myers, A Pentair Company • 1101 Myers Parkway, Ashland, Ohio 44805 -1923 419/289 -1144 FAX 419/289 -6658 Telex 98 -7443 K3326 7/91 Printed in U.,$.A. 08/27/2003 15:59 FAX 0 0 003 12/17/2002 10:03 7153814232 NIELSEN PAGE 02 /-',li T 3 4 4 LclS 'Ms�o++sh1 ua(+arh nt or Corrnrlerce SOIL EVALUATION REPORT pa0e rl.dalvn Or Selely end BuUyl►►g. M ltoco►dgrlas willit Comm f)5 Wh1. Adm. Code Annch Grnn(rihfc ells nl,,, ell h ^1119► httl Ices Ibmt o M? >< 1 t Inciree in alga. Ii mlrsl CO"I ST• 111 11110M. (,1111 11114 11rnllecl 1�; ..riffle rl A� I. orl ;gnl,l rclnrenrr. p (AMI, di an d Male pa►Crni alaq,e ale or ►1in no•th !►roW. 091 loenllon and dlalence to name *l ford, Parcel I.D. p a - /Osi r7 /0030 prlffr RN Inror»fafforr, Rerl■i -ed by Dally •'�rgnr.nl rr,lri••,.nllrir, �nlr 1,ro ble .ruy %r nRrid fer *"Qmr1i 0 Fr Nl my Vi x. te.M ► f ) Irwlf• r' +r+t1r•rb er leol 1 ple►lf btt s Let 59 W 'Us 1M a40 - N Is �8 6 4091 w f •tmrtrlr (h1•nlyr'� lu`Ai�j ►1 jMd►MS M f7lode Nelrre er CSMR sill 2 o G %vS'Sf»aK Ji C(M -,t/ .Q /.� _ ENV;�r CSH Y to a q1 G e lane /n er �p Cnr d W Nage ® wow■ Nearest Road 57- Pi9 t�L IfIV s� 75 7,5 3 4 . S2 /G K:,a vicK•iv vi ,Sc v, y. SS 1 *Igw Cr+ng1r11C11[x1 Vse; (KI Re*denlle) / Number of bedreem; 3- Code dwli dee O •� i...l 1�1`Ir11CRr1I.1rr1 qoa le#ly Opp L) 1'116111, or oerinn+e•del . Ueacrme: 1'11.1.114 rrminrinl � sue y��P ��. — �,r� Fteee Ptwla slwallon N A, rind recummehdlltle.11:: 00,0 O Ca� �Q CA-) S'i TES TL'S7ED ��E'�T 7ts.t_ f S/' .p / �R �.r�s�f•�•r/a- � ©� G-- I / I Rorinp A LJ Bt>rley ���. �� ✓ s t 1 fMl n•rnrnd surfnne elov. _ /l. ga.N110 11miling factor In, 11e11ron Ur. llr 6oM Apilliftoffi Rain Uo•■rin,rll Color Redm1 UCAfakrikwl Tom"" $Ir11C11►fa Cenel"I"i eatrn41ery Roofs f3Fbfllw In_ MunseO Ou, 3i. CVnL Cola Or. 8t:, 6h. 't:rt /1 •ER�2 �/3 L z ,,,, sb/e - ,� s,� o f 3 Yin s �. S ' �o ✓R 3�3 G ��J � -s c Z 'S/ � Sic. 11J A6 ellin je C5 -- s -8 .. -�.-_ 2s"• ioY,p CL />`s be ,t:,, • zr • 3 ' ! I f)ort.rg * C:l $grinp / DD•O 7 S -s� �- — 1.11 C ►p11n(1 641111919! ?lei. - 11. Depth le 111. li leclor 1 fa.lson O�rur Ogrnlnnnf Cob1 Boll gellan Rate Redrne l/errcrk1110rr Teahrre Sln►olure Ca+slelanoe Boundary floors qap ■ In, Mu ^well Qu, 3z Cant. Color 131. SL 6h. '61111 ^FINE Z • /a io /� i � / s k S c .� � _ y �' D -� / ° ► q, .��. /L � �F',fb .wry G• / � . �' , $ 5 2s •So / 1 C-/ . - rc ap CAL s h-4 "ft use•` Z LEI- 7 s W? Y/4, Elfluenl *1 a MOO > 30 a 220 mq/l and TSS +•30 ! 1 f:51 04,19119 ( pve 401411(1 - 11180' ' E1D►rRnl 412 N BOO, a 30 r 401141 159 S 30 fnpll £lolslwe l o IpT ?r /6�,'cti.— ZaG3'pS �Acirn sn veto .. +!Non Co toy etsrrtler+* ukarrbe► i %,U ! Z .►.f 7 15• 3' ®!v • 818 5 As UlbrlcAt a soolotoe Z0� Private Sewage Consultants 04 1141. Nu , da on, on, Wls_ erlo� e Before loi zoning _ For isuanse of pemft ti de91gr1►np i 00ranted - THIS PROJECT WILL• COMM' U600111 8r Adec"llis REOUIRE STATE LEVEL rLAN g0 0 d polrate fk4ltsfetllafer ao"MAjaril W y pAlrnbers APPROVAL. Plans will need to be aw O'NOR Hood submitted by a gUalMead doe Per per Hu111ori, wl 34016 CO MM. 83.22(2)(C)1 • 71S4W8185 or 715. 712-30942 _ 08/27/2003 15:59 FAX 0 [a 001 NzEIrSEN, PAGE 04 12/17/ 10:03 7153814232 „ � n Z � o • 'y O V) �- o ............... r _� 4N ' Post -it" Fax Note 7671 DOW p �� o Go./Depr. Co. J Phone # Phone Fax # Fax # j '1 2� 8 8,1' , 3 4 3 703252 STATE BAR OF WISCONSIN FORM 1 - 1998 KATHLEEN EGISTER OF DEEDS WARRANTY DEED ST. CROIX Co., MI Document Number RECEIVED FOR RECORD This Deed, made between Frederick G. Lenertz. single AKA 12/23/2002 08:53AN Frederick G. Lenertz Sr.. Single , Grantor, and Steven H. Guise. and EXEMPT i .TL d3�A ;u } s�gpntee. Grantor, for valuable consideration conveys to Grantee the following REC FEE: 11.00 described real estate in St. Croix County State of TRANS FEE: 131.70 COPY FEE: Wisconsin (the "Property"): CERT COPY FEE: `Husband and Wife PAGES: 1 Recording Area Name and Return Address -Bta7M M713wse "N \ er a s. M-34622 ,5 i' { yo4w.�L Oa - 10 -70 -goo Parcel Identification Number (PIN) This is not homestead property. (Is) (Is not) Lot 2 of Certified Survey Map filed in Vol. 16, Page 4423 as Document No. 701623, located in part of the SE % of the NE % in Section 18, T 28N, R 18W, Town of Kinnickinnic, St. Croix County, Wisconsin. Together with all appurtenant rights, title and interests. None Grantor warrants that the title to the Properties good, indefeasible in simple fae and free and clear of encumbrances except Dated this 20th y of December 2002. (SEAL) (SEAL) _ ri . L e (SEAL) (SEAL) AUTHENTICATION "` ' ACKNOWLEDGMENT Signature(s) State of Wisconsin, authenticated this day of O r�- egsb�a$Y came before me this 20th day of , 2002 the above named Frederick G. Lenertz AKA Frederick G. Lenertz Sr.. Single = to me known to be the person who executed the TITLE: MEMBER STATE BAR OF WISCONSIN foregoing Instrument and acknowledge the same. (If not, authorized by §706.06, Wis. Slats) THIS INSTRUMENT WAS DRAFTED BY V Votary Public, qtate of Wisconsin Coldwell Banker Burnet 1301 Coulee Road My commission is permanent. (If not, state expiration date: Hudson, WI 54016 I 2 -28696 0 ) (Signatures may be authenticated or acknowledged. Both are not necessary.) Names of persons signina In anv capacity must be typed or printed below their signature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. WARRANTY DEED FORM No. 1 -1998 Milwaukee, Wis. 08/27/2009 15:59 FAX 0 1@ 002 y - ' j •• G ° `'� xm: e� 7153814232 NIELSEN PAGE rd: Lo � LE•��RTZ c7 t'tphRrly p,.... . J pZ 2 • / AS e - '7 O ' 4'�v Z � 3 1 nl,. lr,g » V Elorinp ^a►aei Ib � �.�r. M 1 r'4 p/plmd stw /qor etc.., ! b� +� Z"n R1rnn1 to Ihwlnwy h+alor �� In. 5• �'.S . Ixrn+ pnnN• Urn+l1nanl Cdo I rlednx Ve.orx/lllkrr. Tellh)rs N le In. Mtrnbeo Ou.9a_ Shlrohne Co■ OourlOwY t2ovle WOW /— O • �, / Ca,1, Cole► Gr. $a. Sh. 'G!1»t Gltll o �P1`L s l� P �I nnrl „p It C] FIt�rlr,tl 13 P11 (tirnmrl alef::lr elhx.•�.._ N. O�Ih to Ihn11M,0elr In. r ►nrl,rar unnN+ gt+n,l...,n/ T• Sap �Df+llcy Role Cato. ned„x D *hl. Opl 7sxlwa Su.rohne h fame sounderw nwle r uj _ In. MuneeR QIl. 9>:, Cohl. Cotpr Conc I LA U f,p O.ew•,d atnIsiont etev. 11. t)gpfh b Nmlllnp Ipclor M. •� 1 rn,ltn,. 1)nrlth llrrnlnnr.t C.olew R.trnx 1)�pfrl Ih,n T op 1 Role h.. +rill P sefue sbuc1u,a Conahlenee ootmdwry fee Qu. �a• cvrN_ Color Cr. at. sit. _Hlfel •SIfI2 - -----------^ '1 �111,rcnhel = gOli, a 20 < 220 „ypil e.,d TSIS �JO: 1!if) mpll ' H/ll,rs„1 A2 w BOC < 70 Moll end T38 30 mg/L I l,c 1)crarinrRlll r,l ( „1 „112ICree Ix ml egln,l nl service provillrrr 4r.e1 cTnMyex_ �ryulr naafi w11>s:wlnnoe 10 seaers bRYrlaaa o• ' neatl r+rpleripl it, wn hllef"pte �or'nlal, nlcnlle C"hIOC1 the dcl►alll* wl 1i1111.36fr ]ISI er 1TY KO13 2Gp•N777. xn,.....�1� •nq