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Wis mnsin'r)epartment of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix 4 sagty andBuilding Division INSPECTION REPORT Sanitary Permit No: 383901 0 ATTACH TO PERMIT) ( I �ENERAL INFORMATION State Pan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Troy Development Corporation I Troy Township 040- 1247 -70 -000 CST BM Elev: Insp. BM Elev: BM Description: c �! TANK INFORMATION qbf C.�T 3M � ELEVATION DATA 5 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Benchmark 1�l�ss�es t2.s'o !.Z•7�' g�7.t 4o T' osing Alt. BM giTl•2 • � r , Q, � - � Aeration Bldg. Sewer 10i" C444 �►fb. Holding , St/Ht Inlet Qi7 Q: 30 go9. TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet ptic -rt'so t5b vlSt DtBottom ��, , yoy•93 � Header /Man. �(D O •r- S `� 5 r S 5 417 3. 913 , LI Aeration Dist. Pipe 4m 4t �.5 J� � � 3 , Holding Bot.System 4i7.Jo � 412,` Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand St Cover �70JIG1 GPM • J 3. Model Number '� 1 l l-. t 3wt - l o ►>S o l2(a ql�. go TDH Lift Friction Lo s System Head TDH Ft N6 1.04 & -:r I f- Forcemain Length Dia. Dist. to Well 30 1 SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. !quid Depth DIMENSIONS b O� L SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Ma cturer. INFORMATION CHAMBER OR Type Of System: UNIT Model Number. V% X -7 LO / A - DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing 7toAir I ntake s Lengt Dia Length F Dia ` L z Spacing 3 - I 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 Bedlrrench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: (0 / t / Inspection #2: / 18 / 41 Location: 269 St. Annes Parkway Hudson, Will 54016 (NW 1/4 SE 1/4 24 T28N R20W) Troy Village L Parcel No: 24.28.20.1279 1.) Alt BM Description = -j`� I& � Qoa ay16• w/14 (AGM.* 5 i� 4• 2.) Bldg sewer length = t (S S Gwc� � �V'r� kt - JO &, - amount of cover = •+r' (p p i a 3.) Contour = G•LV 6.44 ¢.•S. L t,,.. qt L•1.� 'tea' ' e, - �•l� _�+•ut r 6 1 11.1. A it Plan revision Required? Yes ❑ No n S Use other side for additional information. � ' Ct D ( � Date Insepcto Signature ert. No. SBD -6710 (R.3197) Pi Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave. PO Box 7302 or See reverse side for instructions for completing this application Madison, WI 53707 -7302 � sconsin . Personal information you provide may be used for secondary purposes Oeparrment of Com merce [Privacy Law, s. 15.04(1)(m)] (Submit completed form to county if not r state owned. Attach complete plans to the county copy only) for the s ste np t of less than -1/2 x 1 I inches in size. County State Sanyo( Permit Number ❑ Check if "en vious application to Plan 1. D. Numbe P" r C 1'E� ZS S Q I. Application Information - Please Print all Information , ", ': :� Lot: tion: Pro rty Owner Name ` , D I f r N PropF'� Location f ' WI SE S a N,R W het Property Owner's Mailing Address Lot Number Block Number 0 City, State Zip Code Phone tCi • Subdivision Name or CSM Number r ' Fovillage "" t �� II. Type of Building: check one) _- I- YP ty Y g� : h 1 or 2 Family Dwelling own of g - No of Bedrooms T KPublic/Commercial (describe use):_ ❑ ate -Owned Nearest oad °I t7 2 a �t St .os c;! r a 6 x IOU C , ^ n " z ` z , (1 (, , O') Parcel Tax Number(s) Ili. of P, ermit: Check only one box on line A. Check box on line B if applicable) -' 0 — p) 1. PWcw 2. ❑ Replacement 3. ❑ Replacement of 4. /a 9 6. ❑ Addition to 'Sy stern System Tank Only Date Issued Existing S stem B) Permit Number ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) * t • Non - pressurized In- ground P(Mound ❑ Sand Filter ❑ Constructed Wetland • Pressurized In- ground 10 Holding Tank ❑ Single Pass ❑ Drip Line • At-gradc 0 Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (GalsJday /sq. R.) (MinJinch) Elevation (oED (o f N P 1 ' r J VII; tank Capacity in Total It of Manufacturer Prefab Site Stccl Fiber- Plastic Gallons Gallons Tanks Con- Con- glass Information New Existing crete structed Tanks Tanks ❑ ❑ ❑ ❑ 7_-,6--- III. Re ponsibility Statement I the undersigned, assume res on ibility for install ati a POWTS shown on the attached p lans. Business Phone Number Plumbees Name rint) PI is ignature no sta ps): /MPRS No. Plumber's Address (Street, City, State, Zip Code) 1 lC��� 1 _\ A Ne IX. County /Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Datc lssucd [ Zling Agen�(No A pproved ❑ Owner Given Initial Adverse Surch Fee)3Z`j CTD ` Determination 4 X.gnditions of Approval /Reasons for Disapproval: , i - j - It) I OQA - -1 N .. { i s t' h s} r '77 vim i ..__ f_••_o !_S�'�?,c•� u►. Ala -_ 1�_� �ts� _ -- -- I - , i , r �I ! } i 3 " iA _ j I -- , — L r E ! • i ! i 1 Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 *isconsin wiscan TDD #: (608) 264 -8777 www•commerce.s i www.sconsin.g n.gov Department of Commerce Scott McCallum, Governor Brenda J. Blanchard, Secretary March 23, 2001 CUST ID No.285102 ATTN: POWTS Inspector ZONING OFFICE CALVIN POWERS JR ST CROIX COUNTY SPIA RT 3 BOX 249 NEW RICHMOND 1101 CARMICHAEL RD STANTON WI 54017 -0 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/23/2003 Identification Numbers Transaction ID No. 624709 Site ID No. 627275 SITE: Please refer to both identification numbers, SITE ID: 627275, Dan Brown Builders above, in all correspondence with the agency. St. Croix County, Town of Troy NW1 /4, SE1 /4, S24, T28N, R20W Subdivision: Troy Village - lot 37 FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 784290 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "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). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound manual, and section VI of the pressure distribution component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to'the filter for cleaning must be provided per Comm 84 product approval conditions. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. CALVIN POWERS JR Page 2 3/23/01 In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 03/13/2001 FEE REQUIRED $ 175.00 `� FEE RECEIVED $ 180.00 Gerard M. Swim REFUND AMT $ 5.00 POWTS Plan Reviewer - Integrated Services (608)789-7892, Mon - Fri, 7:15 AM - 4:00 PM Refunds of $25 or less will be jswim @commerce.state.wi.us made only on written request. WiSMART code: 7633 i 'W ' APPLICATIO14 FOR REVIEW S isconsin si - Complete all pages- �0 W �" Department of Commerce :fety & Buildings Division This page may be utilized for fax appointment requests ireau of Integrated Services Complete and indicate date plans will be in our office )TE: Personal information you provide may be used for secondary Complete for confirmed a ": rposes (Privacy Law s. 15.04(1)(m)). Not available for POYYTS at this time. Private Sewage Submittal 2. Type of Submittal, Transaction ID: stem Type New Groundwater Monitoring Site Evaluation (, ) Replacement Previous Related Trans. ID: ) 0 ' System ( ) Petition (attach form SBO -9890) Appointment Date ) At Grade ( ) Experimental Review ( ) Holding Tank ( ) Engineered System Assigned Reviewer: ( ) Nonpressureized In- Assigned Office: Ground- conventional *Plans must be received in the office of the appointment no later than ( ) Pressurized In- 2 working days before the confirmed appointment. Ground 3. Project Site Information - Fill in all known information. (Mound Site Number ro ) Aerobic System e �� 3 ) Sand Filter Number & Street: 1 S ) Constructed Wetland Legal Description: A/ T1.1 Y y : l r X ) Other: Coun ' ( )Cily Village ) Town of Gallons per Day: 692 _ Facility Name: individual and/or bus' s nam project) Biding Type (check one): >� Dwelling, 1 or 2 family t s Public Building Facility Addre (project address) Zip Code State -owned Building 1 9 O 0 S f QL 4. After plans are reviewed, please: (check all that apply) _ Call when completed. _X Mail plans to customeo 3, 4 — Requesting party will pick up Circle customer number from below. Other: Complete the following designerlownerfrequesting information. Utilize the check boxes when designer, owner or requesting party is the me to avoid repeating information. igrierJiifrmatioii;Cutortrij' #Requesiing'Party,ifdiffe ntthandesignerCustomer3) st Name Last Name Customer Number first Name Last Name Customer Number 1 ny Name Company Name n a e t dress Address y - ` State Zip +4 (9digits) City 1� t (9digits) 14,0 ��1�rno S of F'( & {,7 ,one Number (area code) ax r Internet Phone Number (area code) Fax or Internet 1 S - (c- 5135 (o -S"t ieck others If applicable Check others if applicable Owner ( Payer (K) Requesting part ( )Owner ( ) Pa ye vneT iMoi °atioia Gustorrr 2�r.,., .:; 'e w�f' !Other Please°speci ' (Customer 4) st Name Last Name Customer Number First Name Last Name Customer Number pany Nam Company Name e s^S (dress Address I g 7 - 7 State Zip +4 (9digits) City State Zip+4 (9digits) A ti w' tone Number (area code) Fax or Internet Phone Number (area code) Fax or Internet peck others if applicable Check others if applicable ) Payer ( ) Payer ( ) Other Da AKE CHECKS PAYABLE TO DEPT OF COMMERCE TOTAL AMOUNT DUE $ ttach check here Review Code 7633 .0 -10577 (R. 10/98) 6. Calculation of Fees Required (circle all that apply.) System Type (Include new and existing tanks) Upto 5,000 gallon holding tank ............................ .........................$60.00 ................................ ............................... 5.001 10,000 gallon holding tank .......................... ........................$100.00 .... ................................. I .............. .......... . Over 10,000 gallon holding tank .................... ..............................$ 150. 00................................. ............................... o'>J Upto 1,500 gallon septic tank ..................... ............................... $110.00 ................................. ............................... 1,501- 2,500 gallon septic tank ..................... ............................... $ 120.00 ................................ ............................... 2,501- 5,000 gallon septic tank ..................... ............................... $ 160.00 ................................ ............................... 5,001- 9,000 gallon septic tank ..................... ............................... $200.00 ................................ ............................... 9,001- 15,000 gallon septic tank ............................. ....................... $300.00 ................................ ............................... Over15,000 gallon septic tank ...................... ............................... $500.00 ................................ ............................... Up to 1,000 gallon dose chamber ................................................ $70.00 ` 1,000- 2.000 gallon dose chamber ....................... .........................$80.00 ................................ ............................... 2,001- 4,000 gallon dose chamber ...................... ........................$100.00 ................................ ............................... 4,001- 8,000 gallon dose chamber ...................... ........................$120.00 ................................ ............................... 8,001- 12,000 gallon dose chamber ...................... ........................$140.00 ................................ ............................... Over 12,000 gallon dose chamber ...................... ........................$160.00 ................................ ............................... Experimental System (additional one time fee) ........... ........................$300.00 ................................ ............................... Revisionsto Approved Plan .......... ............................... .........................$6 ................................ ............................... Petitionsfor Variance Setback ............................ ........................$100.00 ................................ ............................... (Include Form Site Evaluation... ...................................... $225.00 ................................ ............................... SBD -9890) Plumbing .................... ..............................$ 225. 00................................ ............................... Revision...................... ............................... $75.00 ................................ ............................... Groundwater Monitoring - Per Site . ............................... .........................$60.00 ................................ ............................... (other than a proposed subdivision) Site Evaluation in Lieu of Groundwater Monitoring ........ .........................$60.00 ................................ ............................... Subtotal ..... ............................... 1 IKO Priority Review: Enter same amount as subtotal ..... ............................... Prior approval from a section chief is required for a priority review. If approval is granted, the priority will be reviewed within 5 days of receipt OD Enter TOTAL here and on bottom of FRONT PAGE $ Note: Fees for aerobic or prepackaged treatment systems that may include trash tanks shall be calculated based on the rated capacity of the aerobic unit or prepackaged treatment system as compared to an equivalent septic tank size. Note: Fees are pursuant to ch. Comm 2 and are subject to change annually; please contact any of the offices listed below for the most recent copy of this form. Note: Comm 2 provides for a partial fee refund if a plan action has not been taken within the 15 days of receipt of all required information. 7. Appointment, Scheduling Information, and Plan Submittal Checklists. At this point in time appointment options for POWTS scheduling is not available. If you wish to schedule a review appointment in advance, call any of the full service offices. At the time of making an appointment, you may request review for a specific office or desired (beginning) date for review. You may also FAX the front page of this application and receive a FAX back with an Appointment Date, Transaction ID No. and Assigned Reviewer. Plans must be received in the office of the appointment no later than 2 working days before the confirmed appointment Non - scheduled submittals or submittals received without a confirmed appointment date and transaction number on the form may be assigned to offices other than the receiving office depending on reviewer availability. To obtain a submittal checkli--t call the material order unit at 608 -266 -1818 or one of the full service offices listed below Madison S &BD Hayward SSBO LaCrosse SBBD. Shawano SBBD Green Bay S&BD Waukesha SBBD 201 W Washington Ave 15837 USH 63 2226 Rose St 1340 E Green Bay 2331 San Luis Place 401 Pilot Court PO Box 7162 Hayward W154843 LaCrosse WI 54603 Shawano Wt 54166 Green Bay, WI 54304 Waukesha WI 53188 Madison WI 53707 -7162 608 - 266 -3151 715- 634 -4870 608 -785 -9334 715- 524 -3626 920 -492 -5601 414- 548 -8600 Fax: 608-261-6699 Fax: 715 -634 -5150 Fax: 608 -785 -9330 Fax: 715-524-3633 FAX: 920 -492 -5604 Fax: 414-548-8614 TDD 608- 264 -8777 Email: haywardsch@ Email: lacrossesch@ Email: shawanosch@ Email: greenbaysch@ Email: waukeshasch@ Email madisonschO_ commerce.state.wi.us commerce.state.wi.us commerce.state.wi.us commerce.state.wi.us commerce.state.wi.us commerce.state.wi.us TITLE SHEET PAGE OF (C MOUND SYSTEM FOR A BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD- 10572 -P and the Pressure Distribution Manual SBD- 10573 -P. CR. 6/99) (CR- 6/99) LOCATED IN THE &w 1/4 OF TIE C 1/4 OF SECTIONa�j-,T.A1, R2QW, TOWN OF , ST. CROIX COUNTY, WISCONSIN. 7 INDEX PAGE 1 OF 16 TITLE SHEET PAGES 2 -7 OF 16 MOUND WORK SHEET PAGES 8 -10OF 16 PRESSURE WORKSHEET PAGE 11 OF 16 PLOT PLAN PAGE 12 OF 16 PLANVIEW CROSS SECTION PAGE 13 OF 16 DISTRIBUTION PIPE LAYOUT PAGE 14 OF 16 PUMP CHAMBER CROSS SECTION PAGE 15 OF 16 SYSTEM MANAGEMENT PLAN PAGE 16 OF 16 PUMP CURVE PREPARED FOR I C1 77 Cveft ,,:... Dak rv� ss ta$ P.O.W.T.S. C� ; P ; ��D P B ` APP ROVE[I MEMT Of COMMER� a POWERS EXCAVA G INC. D I V g� 1969 185 AVE. NEW RICHMOND, WIS. 54017 PHONE: 715 -246 -5135 SEE FAX: 715 -246 -5135 ��I t i '� L �... �w „�.4 ,.:3 i? .;tea +�: ?: gg $ a.7a: �. .. ''i • . ' pa,�,, a a f 1G MOUND WORKSHEET A. SITE CONDITIONS Evaluate the site and soils report for the following: • Surface water movement. • Measure elevations and distances on the site so that slo be determined pe contours and available areas can • Description of several soil profiles where the component will be located. • Determine the limiting conditions Mich as high groundwater level soil and set backs. permeability, Slope - -SGL Occupancy - One or Two - Family Dwelling # of bedrooms. Public Facility - A )/A Daily wastewater flow Depth to limiting factor - VZ inches In situ soil appiic at on raft used - �,� $al/Rzldsy BOD value of effluent applied to component - as � mg/L. TSS value of effluent applied to component - 15 0 mg/L Type of distribution cell - Aggregate or , Leaching chamber B. DESIGN WASTEWATER FLOW (DWF) One or Two -famil Dwell DWF = 154 gal/day/bedroom x # of bedrooms =150 gai/daylbedroom x _# of bedrooms _ lday Public Faci ' Xof ' DWF stewater flow source r da x I .5 �' pe y /day x 1.5 Uday Da' DESIGN OF ENTIRE FILL ~� 1. Fill Depth a. Fill depth below distribution cell (At least 6 inches if the in situ soil beneath the tilled area requires a minimum depth of 36 inches or less for treatment of fecal coliform. At least 12 inches if the in situ soul - beneath the tilled area regWee a nth greaw than 36 inches for treatment of fecal coliform.) 1) Depth at up slope edge of distribution cell (D) = distance required by Table 53.44 - distance in inches to limiting factor D = inches - 9l inches D =__Z�2_ inches (? 6 or 12 inches, but not greater than 36 inches) 2) Depth at down slope edge of distribution cell (E) E = Depth at up slope edge of distribution cell (D) + (% o natural slope expressed as a decimal x distribution cell width (A)) E = D + (% natural slope expressed as decimal x A) A E = inches { , " x x 12 inches/ft) E = inches b. Distribution Call Depth for Aggregate Distribution cell. Distributiorncell depth (F) for aggregate distribution cell = amount of aggregate below dprib laterals (6 inches Hain.) + nominal outside diameter of largest lateral + amount of aggregate over distribution bdmals (2 inches min.). F = _(z6) inches + _inches + a % (?2) inches F /0 inches c. Di butt ell depth (F) for distribution cell with teaclhing C118mbers = total height of 1 ber. F = inches d. Cover material 1) Depth at distribution cell center (H) L 12 inches 2) Depth at distribution cell edges (G) z 6 inches c. Fill width (W) = Up slope width (J) + Distribution cell width (A) + Down slope wid�) - - - W =J +A +.I w= , Q feet 4. Check the basal area a Basal area required = Daily wastewater flow infiltration rate of in situ soil _ O gal /day gaVft /day = 1 .50 0 f b. Basal area available 1) Sloping sire = Cell length x (Distribution cell width + Down slope width) = Bx(A +I) = � _ ft x ( _ft + "'7 = /G,g ft 2) Level site - Distribution cell length x Fill width X - ft x ft fl c. Is available basal area sufficient? K yes no Basal area required < Basal area available 15' ft < I�oBD ft ` CL* Ir 1( 0 C. DESIGN OF THE DISTRIBUTION CELL 1. Size the Distribution Cell a. Infiltration rate of fill material = 5 1.0 gal/ft /day if BOD or TSS > 30 mg/L or 5 2.0 gal/ft /day if BOD or TSS 5 30 mg/L b. Bottom area of distribution cell = Design wastewater flow + 1.0 or 2.0 gal/fe /day _ gal/day + t gaUR /day (rte ft' 2. Distribution Cell Configuration a. Distribution cell width (A) _ �_ feet ( 5 10 ft.) b. Distribution cell length (B) = Bottom area of distribution cell + Width of distribution cell B = ft' (Distribution cell area) + _�_ ft(A) B = � ft c. Check Distribution Cell Length (B) Design Wastewater Flow + Cell length (B):5 Maximum Linear Loading Rate _ gal/day + /Oo feet = �_ gal/ft (Linear Loading Rate) Linear loading rate for systems with in situ soils having an effluent application rate of 5 0.3 gift /day within 12 inches of fill is less than or equal to 4.5 gal/f 1day Is the Iinear loading rate :5 what is allowed? ,X yes — no If no, then the length and/or width of the distribution cell must be changed so it does. Distribution cell length (B) = Design Wastewater Flow + Maximum Linear Loading Rate Distribution cell length (B) = L 00 gal/day + gal/ft/day Distribution cell length (B) = ,/DO ft Distribution cell width (A) =Op ft'' (Distribution cell area) _ po ft(B) Distribution cell width (A) = (p ft 2. Fill length �37 a. End slope width (K)= Total fill at center of distribution cell x horizontal gradient of side slope K = (([(D + E) + 2] + F + H) x horizontal graWPof side slope} + 12 inchesifoot K = { ([C finches + /9, inches) = 21 + f + /01 inches) x _a } = 12 inches/ft K= q► ft y b. Fill length (L) = Distribution cell length + (2 x end slope width) L =B +2K L = _ - ft + (2 x 9#1 ft) L = feet 3. Fill width a. Up slope width (J) = Fill depth at up slope edge of.distribution cell (D + F'+ G) x Horizontal gradient of side slope x Slope correction factor ( 100 + [100 + (gradient of side slope x % of slope) or (value from Table 5)] ) J = (D + F + G) x horizontal gradient of side slope x slope correction factor 100 + [ 100 + (gradient of side slope x % of slope) or (value from Table 5)] .3 4o J,( / + /0 in +__I in) +12 in/ft Q xl00 +[100 +{ x 7 J= 4 6 feet b. Down slope width (1) = Fill depth at down slope edge of distribution cell (E + F + G) x Horizontal gradient of side slope x Down slope correction factor {I 00 + [100` (gradient of side slope x % of slope) or ( value from Table 5)]} 1= (E + F + G) x Horizontal gradient of side slope x Down slope correction factor { 100 + [100 - (gradient of side slope x % of slope) or (value from Table 5)] ) I =( 1 ;L in +/,0 in +�in) 12in/ftx x 100_[ 100 -( x 1= .35 . ,2 - in + 12 in/ft x 3 x 100 I = feet b. Basal area available 1) Sloping site = Cell length x (Distribution cell width + Down slope width) = B +1) = /00 ftx(_f�ft+ /De ft) = ., 16b ft x ft _ ' 4gV ft2 5. Determine the location of observation pipes along the length of distribution cell. Distance from end of distribution cell to end observation pipes = B + 6 Distance from end of distribution cell to end observation pipes = /00 ft. + 6 Distance from end of distribution cell to end observation pipes = f f L& f ��e $ a I b PRESSURE DISTRIBUTION WORKSHEET Information needed for Pressure Distribution Design: Daily wastewater flow = r._,_ Da __ gal/day Design loading rate = - �_ gal/day System Configuration: 1. _�_ ft. system width 2. _ - L60 fit. system length Proposed Lateral Layout: 3. number of laterals 4. central o�feld , 5. ft. manifold length te 6. . .'.�T� ft. distal pressure requirement (Based on orifice dicta, see Table 1) 7. in. orifice diameter g. ±2' f. estimated lateral length Choose the Orifice Spacing 9. in. orifice spacing divided by 12 to convert to feet, 10. a - number of orifices per lateral n = y L/x + t Where. n — number of orifices L = lateral length, in feet x = orifice spacing, in feet Note: Networks with central manifold have laterals on cub side of the manifold' Therefore the number of laterals are two times as many as a network with an end manifold. i'..9 of e Re- evaluate the Lateral Length: 11. _ ft. final lateral length � # of orifices x orifice _in - 1/2 orifice spacing = optimal length) a5 x q) -_5O , ;/ r Choose the Lateral Diameter: 12. JA�_ in. (Graphs 1 -6) Calculate the Lateral Discharge Rate: 13, � n gpm lateral discharge rate. Discharge rate per orifice x # of orifices per lateral = lateral discharge rate. , I/ X a 5 = io, zs Choose the Manifold Diameter: 14. in. (Table 5 ) Calculate the System Discharge Rate: 15. _ gpm (# of laterals x latej�l discharge rate) 4f X /0. Z Calculate the Force Main Friction boss: 16. —30 ft. force main length 17. in. force main diameter (Table 6) 18. gpm system discharge rate (from #15) D4 19. tt. friction loss length � ' ft/100 ft. x ten -� 100 R. (Table 6) 3,9�7G0.3f? x �p ayi Calculate the Total Dynamic Head: 20, _ S�f�_ ft. system head. (Distal pressure #6 x 1.3 ft.) SK 1 - 21. $� ft. vertical lift (pump off to lateral elevation) 22. _ _1�_'_'Z ft. friction loss (in the force main in feet #19 23. /5'.S ft. Total Dynamic Head (TDH) (sum of #20 through #22) Race 10 Calculate the Dose Volume: r S c) I 24. .s gal. based on system type. 25. E gal. drain back S gal. - actual dose volume ( #24 + #25) Pump Selection: W ,60 V ( L rn odl, 3 9*E 27. _SS gpm pump discharge rate at TDH ( #23) (not less than system discharge rate, #151" ]a rm Dose Chamber Sizing: (Sizing of dose chamber serving a sand filter may have different requirements. See component manual or manufacturer's or designer's specifications for sizing criteria) 28. in. tank bottom to "off' switch Pq 7 gal. 29. . / in. dose volume (from #26) / ti 7 a ai. ( "off' to "on" switch) 30. in. "on" switch to alarm switch a 9 • al. 31. oZ g in. reserve capacity 11 4 gal. (residential = 100 gaVBR) 32. .5�_ in. dose chamber capacity 7,50 gal. .mss . ` P age Of ! i S Cov:ring Distribution Pipe STM- G3.3 Medium Sand , G Topsoil _ F 910 L 9i Slops Bed Of ! — 2 Force Main Plowed Aggregate Layer E 1 A Ft. Cross Section Of A Mound System Using F /V Ft. A Bed For The Absorption Area G (o Ft. A Qf _ Ft. H ! Ft. ; Linear ,_uadin, ante= .9 ��D /urn 2 ' g /oo Ft. Desi -n - oading 'date =. / 3FD /�i PT K q, 4 Ft. L 111.$i Ft. J .�_ Ft. Position i Q.I Ft. e w aA -8 Ft. Force Main �`� Observation Pi W c •.---- -- ---- --- -- - - - - -- - - - - -- A kA a ° _ ---_---------- I--------------- _ Distribution, O f Pipe.• Aggre r Observation Pipe ' 4ACi~or •� cy rr.t Plan View Of Mound Using A Bed For The Absorption Area Distribution Pipe Layout P #Se 13 of Place the holes at the bottom of the distribution pipes at equal spacing. Remove all burrs from the pip* end bolas. 60*od the end of each bt+aai a)s with *a usa of leng u= or 43` fitting as a paint whWn six im h of the ftw grade, Tie the each of** Wasis with a Vwve, *Uwod a@ at *ftabd pb& Ptovidc am= !Pram f d ga* for &t valve; thmoied ag or 061 4, A plug. •.�CCEss Bnx_ LapAI Af++�11e Lot" row s PLwN vim_ .� P Lf Ck Ft. Mole Diameter Y _ Inch S _3. Ft. Lateral ' Inches x Manifold " �_ Inches Force Mein " Inc6as Of Wes/pips Invert Elevation of. Littoral s 9/0.7 Ft. Sh;Y'j7j ; 'IANN i_ rurlr V ' 1 j 4"•CI VENT PIPE 12" MIN. ABOVE GRADE S WEATHER PROOF' > 2 S. FROM D OOR WINDOW OR JUNCTION BOX APPROVED _ FRESH AIR INTAKE WITH CONDUIT MANHOLE COVER W/ PADLOCK S FINISHED GRADE 4" Cl RISER WARNING LABEL 7 6" MIN. - _ a r _.,4t' MIN. ABOVE GRADE 18" VIN. 6" MAX. LET 'WATER TIGHT SEALS GAS- _ TIGHTS , , ' BAFFLE �' SEAL APPROVED PIPE --f-- JOINTS 4J/ CI ONTO pRRESPON�ENCE B i oNM PIPE 3' ONTO ��� C —�-' SOLID SOI L )LID C i� RISER EXIT )I L PUMP OFF ELEV .9 7 FT. — ~ Off PERMITTED ONLY D IF.TANK . MANUFACTURER HAS APPROVAL 3" APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS EPTIC / DOSE 14 ANK MANUFACTURER: c2S�� NUMBER DOSES PER DAY: ANK SIZES: SEPTIC GAL. DOSE VOLUME INCLUDI IS'�•9 GAL. DOSE ,ADD _ GAL. - LARM MANUFACTURER: s -r45 CAPACITIES: A = _ INCHES = GAL. . MODEL NUMBER: 2 INCHES = Q94 GAL. SWITCH TYPE: B = 'UMP MANUFACTURER: C = ___L.— INCHES = j - GAL• MODEL NUMBER: SWITCH TYPE: D = _10 INCHES ',EQUIRED DISCHARGE RATE iij_ GPM PUMP S ALARM WIRING AS PER ILHR WAC ►ERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE__ VEET E MINIMUM NETWORK SUPPLY PRESSURE .�. } FEET FORCEMAIN X 4fif FT /100 FT. FRICTION FACTOR . .o FEET — 3 . T.OTAL DYNAMIC HEAD = FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH r 7 - � WIDTH ��, ; DIAMETER �— u LIQUID DEPTH / o 7 ?l� Mound Systern Managemant Plan Pursuant to Comm 83.54, 03. Ad Code Page AS of moo W* ShAl be mse Weed by an w4m, } 1 to eaevtw � MAft lentt SO" dMpoard cf in with NR t t3, W#s. +. Ctstls The ureditr s. 281.48, STNS. The oontanta of Me ahW eaaaaaad st t r c tia awry 3 y tes by * WpfttMn. The oupN MWr spelt dew%d ai ns ey to OR Pro�Pa► ot�Nbet, The fNMr qutridps beotdd n ot br rerespvret "M i ft ale ll "fMtn when raergvw thorn ! t t aeldpsr,rb oft 1 a � are cords b retain Salida in the tank that �eM jeave rowhen t MW Mrtns aO�Pped wait en M&P. "Obc tW* w Mwm. The b ad ate +rOhurq� ir>dtcal� � Aar�s of an tlow tarot. tf the apr� of go lark are not rr n vsd at tlts tint of &irn, W sasess w O�artrrM advise r mat MsdS !o be pwpnrsd 10 t swan aed AN I N accWW@Wn in S Okisiari b loc W W* t by s and Senway �.�.. T,..., a�.ty lank ships ba %d at ASW once 9.erV 3 yeene. AN �► plop as' OPerseion. pan alfpuett fitter W kWMWW r Mss t 1t sMtM uaprclse artd iervle ar nr ssry m M�ttll No wow, or dW be WI ded Ptar tad oR #* mound, PtanonW "MY be Made round #a mound's perwwW. and " mound (tom bon for vepetWya Pnwet WOMOn &W b plOtfide eotar pMlsc on Horn ft o peneMM, Trsftic Who Meteca the +rat errd inow ""W is not nyooetl DWK%d Shtoe sail comgeC*" nW McMW Mratlon of Va 'pebeuery) dii:taes VW ilia snot mn b MW wftw vA prD iM frwt p*AeVatbre. CaM **WW hawNy mulched far *W pra/estbn. ryatarn may not a, s0 220 mOt. BM- 130 mg/L TSS, and 30 mg/l FOG. tr+flwnt ftw may design FlOw SPOOMed in me Pend for oft llts4l sdwL The P"DOMM" be is b41" � systelte is kAs Mo lded wMh r fkcshrq ppiM at the and 01000 Waral, sod R is rranr:neWrtdsd tlset seW + wgNsd aotWs at McMStoncr ewer tti ntonMq. at M% "MW it should a�pensd b ills in a test tirlsl When a geiwro b s,r tt» s�naam ores; b dbeerrw+a M aPioa has oat urrod arm d otilm Cies "a rorittlra�d ID rrsrirttain agwl - WIPM the diepolm ca POINS VANUn WO dtsParsrl call shrM bs and a" levels ObOve a lrsalt•s �e+Mdarad w � • dladtad br eflk�anr ponrareP pence WAOS OW be repwred to the ow w, hydmLik failene regtririna add,tiocW. mote ftspuW manib/irgt a►Men+ stWM be operated in WCa darms wigs CWM IJ246 Wis. Adne - . gyp. a+artud (9Bp. tt3b7Z -P (Pt,)j and bcM StNe "An perprpgMsprp tls two eras Shook! ever Setter r Gslft or PUMP tank s i eP brae �nnWnt MUM be in aeocedetwr with Co the�W" art► bops+ at �S oa�onst. 3@PW and Ookw QPWAW � b r rnrnt O +Weis. Mess "saes and Govem 01WA a Ac cm and sourrctnaas esrsa be SOCUred ar b a ra wwr+4+a aomo w of sue. Mir oprnirg de"VO b of We davits to or u mod^ t dhmster shen Sidt�1 t I *Wol W*W « ops� defW" OW tank w vomponWN shaM be repel or r"MIOW to keep the K Ooairg WMt. PWV 'Opp oanppls, ahem or rytpiW Inter raPeired ar 100heed wills r � a f a "UN P rrrrtetas be a tits MManwa ink WW Asper,. Mn hrorarepep brtW to ie b the tam+r►d sttrfat,,, k will be eepsaad "We" ca+dilort. rokned 'and ` Q said tampon" ae deemed necessary to mew 0 edsonftn on the operation directed or maintenance of tbia a stem directed to the County Zoning office at .I r Should be licensed p2usrber vho insts22ed the aystem.l - WGSO or to the Goulds Submersible Effluent Pump 3885 APPLICATIONS • Overload protection most smooth operation. � can be operated continuously Specifically designed for the be provided In starter unit: bronze impeller available as without damage. following uses: • Shaft: threaded, 400 series an option. n Bearings: Upper and • Homes stainless steel. ■ Casing: Cast Iron volute lower heavy duty ball bearing Farms • Bearings: ball bearings type for maximum efficiency. construction. • Trailer courts upper and lower. 2 ' NPT'discharge adaptable • Power cord: 20 foot � a Power Cable: Severe duty • Motels for slide rail systems. rated, oil and water resistant. • Schools standard length (optional m Mechanical Seal: SILICON Epoxy seal on motor end • Hospitals lengths available). CARBIDE VS. SILICON provides secondary moisture Indust Single phase: • Effluent • % and % HP —16/3 SJTO CARBIDE sealing faces. barrier in case of outer jacket systems with 115 V or 230 V three Stainless steel metal parts, damage and to prevent oil prong plug. BUNA -N elastomers. wicking. SPECIFICATIONS • % -1% HP —14/3 STO with m Shaft: Corrosion- resistant ■ 0 -ring: Assures positive Pump bare leads. stainless steel. Threaded sealing against contaminants • Solids handling capabilities: Three phase: design. Locknut on three and oil leakage. % maximum. • % -1 1 /2 HP —14/4 STO phase models to guard • Discharge size: 2' NPT. with bare leads. On CSA against component damage AGENCY LISTINGS • Capacities: up to 128 GPM. listed models — 20 foot on accidental reverse rotation. • Total heads: up to 123 feet length SJTW and STW ■ Motor. Fully submerged in Canadian standa*Aacciation TDH. are standard. high -grade turbine oil for • Mechanical seal: silicon lubrication and efficient heat UL Underwriters Laboratories carbide -rotary seatisilicon FEATURES transfer. carbide- stationary seat, 300 Impeller. Cast iron, semi- of Designed for Continuous series stainless steel metal open, non -clog with pump- Operation: Pump ratings are parts, BUNA -N elastomers. within the motor manufacturer's • Temperature: out vanes for mechanical seal recommended working limits, 104 °F (40 continuous Protection. Balanced for 140 °F (60 °C) intermittent METERS FEET' • Fasteners: 300 series 90 stainless steel SERIES. 3885 • Capable of running dry. 25- RPM VARIOUS w ithout damage to - wet 5GPM components 70 vK Et 5FT _ Motor ° so Single phase: 1 >b • 'rS HP, 115 V, 200 V, 230 V, 50 1 60 Hz, 1750 RPM;' HP, 1s 115 V, 60 Hz, 3500 RPM; o ao Eo 'h HP —1 HP, 230 V, S 10 60 Hz, 3500 RPM. 30 • Built -in overload with 20 rovE automatic reset. S • Class B insulation. — Three phase: ' f • % HP —1'/2 HP 200/230/ 0 0 460 V, 60 Hz, 3500 RPM. 0 10 20 30 5o so 7 0 9.0 too 110 120 130GPM • Class B Insulation. 0 10 30 m�lh capaclry 20 0 1995 Goulds Pumps Effective May, 1995 g9RA 1 COWINENTRL DEV CORP TEL NO.757 -2532 Mar 25, >U l:ly r.uz and moo" "#mw -& p�;a,on orS w" a owowgs in a=0ro Mjn It.MR a3.03. WIS. Adm. C*d OuM rf sT. CROIX i nod.. Attach eomQdr� �� plan on oaoa► nor lass than ti i R x � t u+et»s to soda.. Plan �t s net Isnwl�d to va.a'+l mnd a nnew retwenw pwo (04. d ec"n am % al sips. so" ai dine ionsd. lat allow. uw tocaaon tu rd dwanca to "*are" raac 6Y U TE APPLICANT INFORMATION- PRINT ALL INFORMATION zo 24 2 w u oc�►na+ a 1 Zs etA Pqo GO Lot usli 1 / 2S 19T 29 NR 19 - 44" w . 'IOM RU s & .JOHN BARB � I csm s y S 1+1AttM48 AOIIi SS 37 260 COUNTV ROAD >: ROAD A ZIP CODE p►IONE 4 5401 (7 15) 386-2222 TROY r zf bec w Consol>r.im �) R.estdwleal ) NUfllo�l of b.mcaos 00 weiwedl +r MW .�_+rw%1L f.geor�0 DD fled. ft2 Qo 1<ucil • a dmir ms" Im Rsoatttrtwnobd stall mss) BY DESIG►44EX __ R (ad rem w a so pw oww ) wA 0Mgd /VO =w4 �G '4e f i ©N a ON AR)ddpflii F A sY'Si w N P11 W6 � HOIA W SOIL. DESCRIPTION 42PORT Soucwm ftu tyIA*= GP01 Nothzon 0410M Dominant Color MUM �1 } Gt. Ss. SA. I Bed ITiertat 4 in, t Nlunsell Ou. S=. Cont. CAW A ( 0 -21 11 0 Y R 3 3 1 I 87 1 1 1 9 � hk lmfr L W 31f $ 171- 1 AYR 41 2 -- 9 H3 148- 66 17.5YR 4/ ' o.wrt R 1 4�- Y lmat -- � I I ( 1 R+imarks: ! { Boring a 1 _ 12a—csbk 1 v of 6.5 Al 0 -30 lOYR 3! 2 1 I L H 130- 40110YR 5/4 I — lfs lc vf { r GMund '2 40 -57 7. 4 If if 5YR 5 e1 2assbk I t• cw hv>Q -- r- -- ew• 83 57- 67110YR 5/6 1 - -- lvf �--- 94.IL3 tL Oipdtta 4 67 - 80 10YR 5/1 1 2 k Mfi 1vf , emarkw P++nt JA MO D. FR. MIS (715) *,'W71631 OGDF.f1 ENGiNE!!R"G CC., 113 VMr vt AU WT 3Y, RIVO FAU& VA 540 " CONTINENTAL DEV CORP TEL N0.75r -25s1 ctn.i.a, I GPO/ft' ~; ptaptn 0 2nt Ca1Or I rt�ottis t:aio� `Texwm I Sp. I Co�s�� ` g,4 'TIWM Monzonl� tn. tau 0s. Sx. Cont. t ` t I -- 2a -csbk r W v A 0 - lOYA 4 81 ? 20 -271 lOY 4/3 --- 2=bk mtr L�x v I iCw v hued B2 27- 39110YR 5/3 I n. LGit. B3 39 -58 10YR 5 6 { 4010 B4 t 58 -8017. bld 10YR 4/4 s R 1 80-84 10YR 813 POP A now lama Ono to �9 x �� I 1 I # I i I '• I ( # # # 1 I 1 1 1 �„►. �t 1 ) ` I 1 1 ARm *3', I 1 i 90flng I I I # # # t oom to I I Rer O atft: 000 to I I ' I 1 1 I elm A«t+atxs: Siafi+7301M.OM�A CONTINENTAL DEV CORP TEL Nu .r5 r -15.51 1, • PAGE 30r' 3 Y SITE PLAN I� h � I SCALE: 1 " — 40' 0 qf I i 1 o pt , It a ❑ u r 's I t I !II .E PROVZD KINTmiM OF 1' SAID SET 80TM OF AM =STING GROUND. S: MO BE A miNIMM OF: 25" FROM DIiELLZt1G; 30 FROG! WML; 5 M014 LOT LINE. OBDEN ENGW"RING CO. .1AME . ILKINS, CSTM03988 _ (?vii Engineers i Land 3urm"rs _ wrtscon9m Oepai a nt of IndustrY. SOIL AND SITE EVALUATION REPORT Page „L of I Labor and Human Relations oiviswq of Salety s etuldings in accord with iLHR 83.05. Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but ST. CROIX not limited to vertical and horizontal reference point (8M), direction and % of slope, scale or PARCEL 1.0. u dimensioned, north arrow, and location and distance to APPLICANT INFORMATION- PLEASE PR I �, a 70 R IEWED OATE 2 PROPERTY OWNER: PEATY LOCATION E 1/2S 24T 28 NR 20 W (I • %6 LOT t/a 1/2S 19T 29 NR 19 -64O W TOM RUEMMELE & JOHN AND B E E PROPERTY OWNER':S MAILING AOORESS - 8t6ClE -tt SU 0. NAME OR CSI e 260 COUNTY ROAD F -� OY VILLAGE CITY. STATE ZIP COD PHONE ^ �X ILLAGE WN NEAREST ROAD HUDSON W 54016 7 OY p(J New Constnxlion Use (K I Residen A u* Qf ( ] Addition to existing building l 1 Reptacernent (� Public or comm t Code derived daily flow 600 gpd Recommended design loading rate A bed, gpd/ft trench. gpdnt Absorption area required DO bed. ft ,Soo trench, ft Maximum design loading rate A bed. 90M _ 4Z , G trench, 9pd1ft Recommended infilfton surface elevation(s) BY DESIGNER It (as referred to siN i plan benchmark) Additional design I site considerations 5Ee NoIles eel 3 Parent matenal = Rood plain elevation, If applicable N/A ft S - SWtable for System CONVEgnONAL MOUNT) IN-GROUND PRESSURE AT-GRA LL E SYSTEM IN F HOLDING TAW U Unsuitable for system I Q S ®U I s S ❑ U ❑ S 9U I❑ S au I ❑ S �'U ❑ S 8U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure Roo GPD /tt Boring # Horizon) in. Munsell Du. Sz. Cont Color I Texture I Gr. Sz. Sh. I � Ir o Bed (Trerxtt A 0 -21 10YR 3 3 - -- mfr aw 2vf 10.5 1 ,S. 87 B1 21 -40 10YR 4/2 1 - -- sil 2m -csbk .S Ground B2 140 -4 - -- s it 2msbk I mf i cw lv 0.6 - J elev 9 B3 1 48-66 7.5YR 4/4 f3d 5YR )csbk mfr lvf --- -`- --- I - -- - -- - -- -- -- Depth to R 66 -70 10Y 8 lmst limiting factor Remarks: Boring # S � A 0 - lOYR 3/2 - -- 1 2m - csbk m aw 3vf 6.5 0.6 243 • B1 1 30-40 10YR 5/4 -- lfs lcsbk mvfr as Zvf B2 4 -57 7.5Y 4 flf 5YR 518 S1 2msbk mfr cw lvf -- - -- Ground elev. B3 57 - 10YR 5/6 - -- sil 3 lvf - -- - -- 906 . 9 ft B4 1 67-80 10YR 5/3 h2p 5Y 2m -csbk m£i - -- lvf -- - -- Depth to limiting factor Remarks: FNanw Prat JAMES 'D. FRL.KINS (715) 425 -7631 EN ENGINEERING CO OGD ., 113 WEST WALNUT ST., RIV FALLS. WI 54022 O / 7 CST Nwntxr. CSTW3988 PAdPERTYOWNS SOIL OESCRIPTION REPORT Page Hof 3 Depth Dominant Color ( Mottles Texture I Structure lCamstiencelBouriday Roots GP0 /ft4 Boring # Horizon in. ( Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. I I Bed ITfWXh A 0 -20 10YR 4 - -- 1 2m -csbk mfr cw v - •5 244�.� B1 20 -27 10YR 4/3 - -- 2msbk mfr as lvf 1 0. 5 I 5^ Ground B2 27 -39 10YR 5/3 - -- sil 2m cw of 0.5 6.6 5 etev 9 B3 39 -58 10YR 5/6 - -- sl lcsbk fi w of 0.4 0.5 Depth to B4 58 -80 7.5YR ld 10YR 4/4 is Ds e mvfr cw lv --- '-- limiting lmst - -- - -- - -- factor R 80 -84 10YR 8/3 -~ -- - -- - -- Remarks: Boring # I I Ground elev. ft. 0e01h to limiting factor Remarks: Boring Ground elev. ft. Depth to limiting factor Remarks: Boring # I I I T Ground elev. ft 000 to li nadrig factor Remartcs: 5808330(f1.OfSA11 AM PAGE 3OF3 SITE PLAN Z., 7 ,- z4 3 SCALE: 1 " = 40' `� ❑ a � ❑ o z o T �7 • ,�(�v = �o S, D z I NOTES: PROVIDE MINIMUM OF 1' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. OGDEN ENGINEERING CO. JAMES FILKINS, CSTM03988 Civil Engineers & Land Surveyors � / / 113 W. Walnut St. River Falls, WI 54022 t L p DATE: ; (713) 425 -7631 FEB 21 ..2001 CRI -VIN POWERS 715- 246 -51NO 98B P.1 /1 P _ 1 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owncr/Huyer w Malting Address 7 y� m N SS t� .1 -11 111111111111111, q Gc, d Property Address \,-K )<- 2lp I Ncrill nation required from Planning Department for taw conitr=tj City /State ro Parcel Identification Number L EG LLD �Tjolq Property Loc ation K Sec T N.R, `W, Town of I('o Subdivision ro �( • Lot # .�. 7, Certi[ied Survey Map # Volume page # c7 S ... Warranty Died # Volttrtlta ^ � l Page # _, 2:5-e , Spec house A yes Q no Lot lines identifiableKyft 0 no Y M EN C>'r consists Improper use and maintenaneeof yadr septic systorn could result in its ve three Ptrmattrre failure to handle watts. Propermaintenanec of pumping out late septic tank e can afrect the run"" of the Septic tank as treatme y ears or sooner. it needed by a licensed pompw. What you put into the system sine in the waste disposal system. The Property owner agrees to submit to St. Croix Zoning ma sterplumber, joantcysma�tpitamber, iumber g �P p erve a ce form. signed by the owner and by a is in proper operating condition and/or p n a licensed g (if r ve that (I) pre O"te wastewaterdisposal system (Z) after inspecti and pumping (if necessary), the %IGNA eePtic tank is less than 1 /3 full of sludge. f zed a t d an a1mve re q uve ments and $g" to maintain the private scut e In ' Dq�actmew of Commerce and tale D _ = disposal system with the standards our septic sYm has been maintained must be completed na d o turned to the St State of Wisconsin. Ce�i!xation m year pirati Canary Zoning Offlee within 30 OF CA �Lp yr �i�_ a ; p / U E R DA we eartify that all �homents an this forth are true to the propettY rul a o y e f a warranty deed recorded in Reg of my (our) knowledge. ter of Deeds Office. (we) am (arc) the owner(s) of SIG Tt1RE OF APPLICANT- • *••• Any iaforrnation that is this -reprem d may result in the sanity ry permit being revoked by the Zoning Department. 01 **** ' Include with flris application a stamped warranty deed fmm the R a copy of the certified s ��� of Deeds ogee urvey map if reference is made in the warranty decd I ' S'CA'I'Is HAA OF ": ISC'ONSIN FORM I - 148? 4 t, r WARRANTY DEED VOL 1 241 PA ,E254 - -- O ocument No. K i ST. IhisDeed, made between wife and Th=A J. MAY, 2 7 .1• �� -� - - -- ___ ' -- Grantuf, kk 3:15 FM and ment Corooratiun -_– — T— — "WOW d t�wda — ---H Grantce, itlameth, That the said Grantor, for a valuable consideration tte..a rawr44 far Rcaaaq CIM i, `TAME A M UTURN ADDRESS conveys Grantee the following described real estate in __fit C'rnix County County, ate of Wisconsin: �i N (Parcel Identification Numb-) Y Lots I gh -t5, Lots 47 through 65 and Lots 68 through 70 of the Plat of Troy Village, St. Croix County, Wisconsin and that portion Outlot 8 of the Plat of Troy Village described on Exhibit A att ached hereto, and Outlots I and 3 to the Plat of Troy Village, St. Croix County, Wisconsin I portion of the above described property is homestead property of the Grantors, John J. Ruemntele and Barbara A. Rnemmele. (is) (is not) ogegter with all and singular the hereditaments and appurtenances thereunto belonging: nd Grlatstt __ — warranu 0 K the title is good, indefeasible in fee simple and free and clear of encumbrances except vasemen 0, covenants, restrictions and highway rights of way of record it and will ` ram a -id defend the same /� ,/ Dated this - y day °t �L/� T 7 C • , t �,,� _ - (SEAL) 'SF�411 f wZJnmele f Y I , N l EXHIBIT A A parcel of land located in the SE -1/4 of the SW -1.4, the NE -1/4 of the SW -1/4 and the NW- !j 1/4 of the SW -1/4 of Section 19, T28N, R19W, Town of Troy, St. Croix County, Wisconsin, described as follows: Commencing at the South 1/4 corner of said Section 19; thence NOO o19'39 "E (assumed bearings referenced to the North -South 1/4 Section line of sCd Section 19 which bears N 00°19'39 "E ) 1305.22' along said North -South 1/4 Section line; thence N89o3l'29 "W 660.36' to the point of beginning; thence N89031'29 "W 637.26' along the North line of Lot 4, Certified Survey Map, Volume 4, Page 993, Document No. 366634; thence S00o04'41 "E 298.00' along the West line of said Lot 4; thence N89o33'26 "W 24.04'; thence Northerly 211.84' along a 1533.00' radius curve concave Westerly whose chord bears N04- 26'28 "E 241.58'; thence Northwesterly 176.98' along a 433.00' radius curve concave Southwesterly whose chord bears N11o47' 14 "W 175.75'; thence S89c-31'29 "E 678.56'; thence j SOO-14'07 'W 114.75' to the point of beginning. This parcel contains 1.808 acres, more or t less, being 78,756 square feet, more or less. Subject to easements of record. !I The parcel shown on this document is being added to the parcel shown on the document recorded in Vol. 4, Page 993, Doc. No. 366634, described as Lot 4, Certified Survey Map, to create one parcel, and this transaction is thereby exempt from Chapter 18 of the St. Croix County Land Use Regulations pursuant to Section 18.05(A)(3). i� i � Y 1 1ryf o 44 S. SW 1/4 OF THE e NE 1 /4 OF SEC. s.327s S.F. 'y . ° a 1.223 ACRE 24, T28N, R20W S ^ _ 4 • Z 6416' Sf (LOWER ST. CROIX N ti Q 1 568 ACK S RIVERWAY DISTRICT) ' a 6 J e s "� $ O � N 1'' ` N s � r - 4$ ., •� 47 N 436:x,, g �� w 49-&43 SF. 71513 SF. 1.133 ACRES C77 4 1 1.642 ACRES r� S ) . 0. I R °� R =80' • Q f. 2y2;9 1 10.3.71. Zo 26. •9 ► I 1 a p 2' 09" E (+� (48 .347 0 n 42 °$ 4,1 R 48259 S.F. ' IX- 49 ' 8 7 041ra , F. g Q 1 log A • LCN 8 SF. 68676 S.F. � z 1.617 ACRES I m 4 A,;ES 4 � 1.577 ACRES j O U 2 •� I J -4 - -- }' 40 5 3 ' _ N 40 S1— 6I zL 21169- h 1 642 ACRES O �.�,— c l p Q -• N _ - �- w 29T.19 _\ S 3 ,, / /,�" ' S 84 00" E 280 82 •00• pp E _ 2 J W J ob. C, ,40.24' C39 \ r7. S 3 fi _t j 44107 sf i' I a 21 ' ' 1. 2 1 ACRES S 80 ACRES '1 1.29 ACRES _ S �. I I" 56819 Sf. • - I , 00 , S 80. E I I 1.300 ACRES h 240.00 1. 00 , I I n ) DO^ E H 3 287 a}. 31 I /�•� 1 � . I H I S E 144 170 9 Sf. :-I 1 - 43560 S.F. 1 24 R': 1.4y0" 3.310 ACSI 1 I 34 on 1.000 ACRES) I i w) O1 3j 45201 Sf. ry g ° t ]L) 1 I W I O 1.038 ACRES a ; I W 1 22 ^ so•oo• a ; s 400 01 e 8 j 8 I° 113� Ai N 0 - , I 27 3.2.3• p Q y 4 O N 1 "00 = 35 �g 30 �" w o ry. 239. ts' 9 J6 n i I I 026 ACRES 8 ry o 53539 SF. J �.S 1 C17, 1 1 r 11 ° m 1.229 ACRES' 1 - /0- 3 5 825020 E I � ) 5+ 26 7 Sy r v ry 36 N 8 0 . 00' 0o00-1 w >' 1 1.245 ACRES o n 7 ) 2 Q I e 141 Sf. •.. I 4k $ 36 .�, $ 1.075 ACRES 29 45824 ST L. "' bo oo" w N 89'00' 2 W r r j r T " 1 I " 2 .22' c 353'34' , r r/ 57187 S.F. 1.313 ACRES '/ r r� -� - e o + f %D .T J j r - I , 61 � •> >y S �' . - r 3 b/J / r y s. I r r u 43'7U SF. y e V 50 9 S.F. �.� `'s �B. r , / r N j 1.005 ACRES. t'• I, /,� % 7 ACRES G. Op° w 28 j / cos: 1 ' . Qy� A 3922 SF. N 281001238 ' ry j 1 j :............• . ' 00" W 5 4 r yy * ACRE , oh r 1 Vtl SIC 66.00' i ' 2 ti / b1 //• N 89143'56" E 70.92' o h �> (TO RA0 POINT) S 82 ;x'6014" W t v. ` 1�0 `o` -Y ">� y �5� 7588 .F. •3 J> t ti l it q 1.237 ACRES h �o ^ ^' 'Y X3160 SF.,',' h' >• 1.220 ACF d EASEIENT FOR TE1"ARY CV_- DE-SAC. — , ? r � R - 80' ,��ro� 26 There are no objection' t �• d / /73799 S.F. y Secs. 236.15.2)6.16. _3 K e 1.694 ACRES b Wis. Stats.. and ch. Cori' OUTLOT 9 Code as pru�idrd b}' Sc( S 41.00' oo° w 39.70 , *,c. ' t �• 1 N 07.53' 45" E CeRified - . 146.48' JJ (Tu RADA15 POINT) prpartrncnt of i 6 p � w 1 ,'� ul�� Y J�' �•� �. y %4A�.'i", e �q'���{ 1 k �' , i. i [ r F ' wi scons'in OeparoTM+nt of inoustry• SOIL AND SITE EVALUATION REPORT Page 1 of I_ Labor and Human Aelauons Orviswn of Safety S BLxkbngs in accord with ILHR 83.05. WiS. Adm. Cade COUNTY Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, but ST. CROIX not limited to vertical and horizontal reference p on. of slope, scale or PARCEL I.O. IR �� dimensioned, north arrow, and location and distwist ro APPLICANT INFORMATION— PLEASE PRIN R1�{1TIOf'�.rG, REVIEWED BY /a GATE r1V PROPERTY OWNER: LOCATION E 1/2S 24T 28 NR 20 w TOM RUEMMELE & JOHN AND BARB G OT 114W 1 /2S 19T 29 NR 19 400 PROPERTY OWNER:S MAILING ADDRESS - i ST CgO1 L - Ol:6Clts SUBO. NAME OR CSM x 260 COUNTY ROAD F X TROY VILLAGE CITY, STATE ZIP CODE E ILLAGE OWN NEAREST ROAD 'Vr 12 HUDSON 54016 Cfc Y p(J New Construction Use (X J Residential / Number ( Addition to existing building E I Replacement ( I Public at commercial describe Cade derived daily now 600 gpd Recommended design loading rate D• 4t ed, 9pd/ft trench, 9pd/ft Absorption area required 00 bed. ft sea trench, ft Maximum design loading rate L s bed, gpd/9 0 L trench, gpd/It Recommended infiltration surface elevations) BY DESIGNER ft (as referred to site plan benchmark) Additional design 1 site considerations 541rE NoT�S 4f/ 1 3 Parent material �T /LL QmL.yAW/TL Flood plain elevation, if applicable N/A ft S = suitable for System CONVENTIONAL MOUND 1*GROUN0 PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U =Unsuitable for system I CS ®U I as ❑ U ❑ S 9 I ❑ S au I ❑ S C"U I ❑ S gU SOIL DESCRIPTION REPORT Boring # Honzon Depth Dominant Color Mottles Texture Structure Consistence Roots GPD/ft in. Munsell Gu. Sz. Cont Color Gr. Sz. Sh. I Bed ITre" 87 'r A 0 - 21 10YR 3/3 - -- mfr w 2v B1 21 -40 - -- lOYR 4 2 sil 2m —c bk mfr Cw luf 10-9 0-6 Ground BZ 40 -4 - -- sil 2msbk mfi cw 1Vf 0 elev. I 9 B3 48 - -66 7.5YR 4/4 fad 5Y lcsbk mfr - -- °— Depth to IR 66-70 10Y - -- lms t I - -- - -- - -- -- -- limiting factor 58" 7- Remarks: - Boring A 0 -30 10YR 3/2 - -- 1 2m —csbk mfr aw of .5 0.6 243 B1 30 -40 10YR 5/4 - -- lfs lcsbk mvfr as Zv Ground B2 40 - 7.5Y 4 flf 5YR 5/8 sl 2msbk mfr cw lvf -- - -- elev. B3 57 - 10YR 5/6 - -- sil 3msbk Mf 7L lvf - -- - -- 9 06. 9 11. 000 to B4 67 -80 10YR 5 3 m2 Y 2m —csbk mfi - -- lvf - -- - -- limiting factor 40 Remarks: FN Pmt JAMES .0. FILKINS Phww (715) 425 -7831 OGDEN ENGINEERING CO.. 113 WEST WALNUT ST., RIVER FALLS. WI 54022 r _ Dam / CST wnber ( /a 7 CSTM03988 pR•DPER laWNER SOIL OESCAIPTION REPORT Page 2�of _ 3 PARCEL I.D. r Depth I Oominant Color I Monies Texture I Structure I yenceI Roots GPO/tt Boring # Horizon in. Munsell Ou. Sz. Cont Color Gr. Sz. Sh. Bed ITrenr3t A 0 -20 10YR 4 - -- 1 2m —csbk mfr cw v- 244 ` B1 20 -27 10YR 4/3 - -- Sil 12msbk mfr as lvf Ground B2 27 -39 lOYR 5/3 - -- sil 2 cw of 0.5 6 elev. 9 B3 39 -58 10YR 5/6 --- sl lcsbk Mfi 9w Lvf 0.4 0.5 Depth to B4 58 -80 7.5Y ld 10YR 4/4 is vfr cw lv --- --- limiting factor R 80 -84 10YR 8/3 lmst - -- - -- - -- -- - -- 58" i Remarks: Boring # s k I I I Ground elev. 080 to I I limrong factor Remarks: Boring # I I i I I l Ground I I I elev. ft. I Oepth to limiting I factor I Remarks: Boring # I I Ground elev. ft. 000 to limdirxj famor I Remarks: SBp�JO(R.061oz1 _ R PAGE 3OF3 SITE PLAN z SCALE: 1 " = 40' �� ,< 0 G 14 I Al 00 0 h 0 p, t9 NOTES. • PROVIDE MINIMUM OF l.' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; SO FROM WELL; S FROM LOT LINE. OGDEN ENGINEERING CO. JAME D. FILKINS, CSTMO3988 Civil Engineers & Land Surveyors DATE: --� 4 4 113 A'. Walnut 715) 425 - 76315 WI 54022 I .