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040-1329-44-000
Wisconsin Department of Commerce Safety and Building Division PRIVATE SEWAGE SYSTEM INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)], Permit Holder's Name: City Village Township DCC I Investments TOWN OF TROY CST BM Elev: Insp. BM Elev: BM Description: Tce Of Z P11C TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic IN Dosing Ag� **vy 0.11 9", C. A A ftMMAIr, I TANK SETBACK INFORMATION I „Att •, rkalft, _ TANK TO P/L WELL BL Vent to Air In ake ROAD Septic NIN 0 . Dosing 3� 3 Aeration Holding PUMP/SIPHON INFORMATION -*-- Manufacturer �j Demand GPM Model Number ee 05 TDH Li Friction Loss *0).• 5n Syst H a I I tH Ft k I Forcemain Lenat Dia. V Dist. to We I N / SOIL ABSORPTION SYSTEM - ,- ELEVATION DATA County: St. Croix Sanitary Permit No: 651280 State Plan ID No: Parcel Tax No: 040-1329-44-000 Section/Town/Range/Map No: 17.28.19.2344 STATION BS . HI 1- FS E EV. Benchmark � •A01 ��ICj o Alt. BM Bldg. Sewer St/Ht Inlet St/Ht Outlet Dt Inlet Dt Bottom Header/Man. Dist. Pipe Bot. System .3 •33 Final Grade over BED/TRENCH DIMENSIONS Width Length 00)5 No. Of s 3 PIT DIMENSIONS No. Of Pits Inside Dia. 1 Liquid Depth 1 SETBACK INFORMATION I SYSTEM TO P/L 5 BLDG WELL LAKE/STREAM LEACHING CHAMBER OR UNIT I Manufacturer: T p Of S stem: I q � ` 00 NJA I Model Number: I I DISTRIBUTION SYSTEM,.- 1 Ot-Al 0111MU4 dAt ILe ader/Manifold Distribution , x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) l '� ngthh Dia 1Length_16 Dia Spacing 3 SOIL COVER x Pressure Svstems Only xx Mound Or At -Grade Svstems Onlv!% J.r►I..�.wts�.� Depth Ov Q. Depth Over xx Depth of xx Seeded/Sodde xx Mulched Bed/Tr ch Center �♦ Bed/Trench Edges Topsoil l Yes ❑ No X Yes ❑ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 492 MEADOW RIDGE TRL • � �. � � 1MlIJ 1.) Alt BM Description = `�•C. G�`CJr Wl�� a 2.) Bldg sewer length �o wc-� opt1*04 �� d�- amount of cover = 7 ee 010 Plan revision Required? ❑ Yes No I Use other side for additional information. 3 SBD-6710 (R.3/97) Date eeVs Signature Cert. No. n O V f (� s i j o I V kA-29 Cj Ile- �;,T .- 0 omr) r 3"-J V j I-rj J_ `z 311 �j J EZfiowo MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Owner's Name: Owner's Address: Legal Description: Township: County: Subdivision Name: Lot Number: Parcel iD.Number: Plan Transaction No.: DCC(|NVETMENTGLUC NOV'~w" 2023 °?�' � SE Croix 15O5HV\8'G5 — NEW R|CHN1ONO VNSCON8IN54O17 8E1/48E 1/4817T28N R18VV TROY 8TCRDIX MEADOW RIDGE [>FTROY Block Number: 040'1329-44-000 Page Index and title Page Data entry Page EZflowmound drawings Page Lateral and dose tank Page Distribution media Page System maintenance specifications Page Management and contingency plan Page Pump curve and specifications Designer: PAULRNOEHLER License Number: Doba 11/18/23 Phone Number: ----------' 100 225410 715'248-2880 — -- oesioneuPumuantuome EZmow Mound Component MonmdVer. December 15.2O17, SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and r) m n DC Pa! I C 1 1 J'L I grid pro re_.5's IoTlal Sery Ices llhonc: 608-266--112 0ivision oflndws,T'� SCIVICe'5 Feb a-L-11pi _N%, 1 _1V 4822 Madison Yard� Way S rtP mllil.- 'COI)SWI ZOV PO Box 7302 P Madison, W1 53707 S11 TO in 1,4� A7 Da n I I ere th.. c i'u t.i r, N, Aupust 30, 2023 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES- 2025-8-30 Plan Review: PWTS- 082301905-C Paul Koehler 32.1 Wisconsin Dr New Richmond, Wl SITE. DI Lot 44. Meadow Ridge Trail St Croix, County Town of Troy SW N SE Y4 S17 T29N R19W FOR: Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES N; t a Mel JOB.:_ 61241 ? L91 0 Z wo Description, 4 Bedroom-600 GPD 24 .F0 to limiting factor- Effluent Filter - 1 Mound Component Manual — Ver. 2.1, SBD Maintenance required. 10691-P (5/22-5/27) Pressure Distribution Component Manual — Ver. 2.1 (May 2022-2027) Verify proper dose is achieved and system is not being over dosed. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin StatUteS. The submittal has been ON DITIONALLY APPROVED, This system is to be constructed and locoted in ciccordance with the enclosed approved plans and with any component manual(s) referenced above. The owiwr, as defined in chapter 101-01(10), Wisconsin StatUtes, is responsible for compliance with all code requirements. No person may engage in or work at pluaibing in the state unless licensed to do so by the Department per s. 14 5.0 6, sta is . The following conditions shall be met during construction or installation and prior to occupancy or use; Reminders • The site shall be property prepared 'prior to plowing. Any grasses longer than 6" shall be cut short and removed. To avoid matting, any leaves or loose organic matter shall be raked up and removed. Cut trees and shrubs flush to the ground and leave stumps. Avoid operating equipment on the Mound site. if necessary,, use only tracked equipment, during dry conditions, with minimal passes, to avoid compaction. • Components and soil removed from an existing drain field shall be properly disposed of so that there is no risk to public or environmental health. • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec.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 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. • A copy of the a roved 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. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter. owners shall also receive a copy of the appropriate operation and maintenance manual(s) and be responsible for ensuring that POWTS is operated and maintained in accordance with this chapter and the approved management plan under s. SPS 383.54( 1). • 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 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 Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stars 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 and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Joshua Rowley POWTS Plan Reviewer, Division of Industry Services (715) 634-5124 Joshua.rowley@wisconsin.gov AUG 3 n 2oi3 1)Vp,-11-tT11Cnt of Sit fe ty & Pri)fcssional Scrx-ices, hithisti-y Servict-,,s Di,0.04)n f IV"� C oli lil- T CROIX Sa rij 1 Pct 1;,; n- 1, c- i ("o bc fi J I ed I il bV Co F W61 I �D U C41 11 Lak __t%1TM I t A 1) 1 1 i 011 C I L'ILIJ191 -CC hn amiz, i r.,- r- witfi PS 383.21 (2 "1, Wk Ad CLICIC,submitsFon of fl):s -o t."'( q)p fop ri at C gove I nn) cil W, I U RI IL f�iC� � 01?23 019 D CLI przo,, to oKainillig PcIrl:( Note. Application FoWM '%)I -S�U-Lc-owncd K)WTS are submitted to I lic D I Safety Ptqleo Addi css (I I'di. ITO slit flian mailing ad&css) i: p _k rt I nc n rid a lid Iar 5t"c lion al S t, r v I cc-., Pr rsDnjj In fo I IT, 'a t 1 oo you pi u vidc may be u,%c d fnr seco nd ary puq-A)!jrs I:n 1-5041l)(m),Sials Applitation Info ;;—ation — Ple-ase Print All Inif6rmation q�2_ TeLf, Vi o perly O%vm r's N ani e Pai cc] DCCI INVF-STMFNTS LLC's ,_..i 040-1329-44-000 r I s Mal I rn g A did [ c �q Property Loc-01jon 1505 HWY 65 PO F30X 445 GOV( Ixt State — • ZI P Codc phore Numbcr iNEW RICH MOND WI 54017 7152462660 SW _1/,SE__ 'A sectio 1, 17 I L `Fy In Of Bu i Idin g (c heck a it that apply) LA)t N T_ 22 N R 19 E. o0hx r 2 FAM fly 1) v�x I hi ii I rn bc i, it ( Rc d rou r, 44 SubdMion Name: s MEADOW RIDGE OF I-ROY' I — Des-cr I Use U Cttv U f 11 St3tc O)xrM — De se rib e U sc I 'CSSA Numbef Ovillagcof Ill. TYT)c' Of PONVI-S IPermil(Check either "New"' or "Re placcnient"' sin 4 OthCh_ 2'Pj11iCab1C Online A. Chrck QP"C hQ% -on line& complete tint C A rx NEW system El Rcp1aecmcnj SystcrT, Ot'rwr Modlfieatio n to Ex i -sa t n E; Syst r- n i Cc% p I ai n) Ad dii It I o n a] PTC t F C,11 me nr 1.) n i t (explain) ng Tank In-Citound At-Grzde X Mound=D to i I v ldui;l Sitt Lk,-ii-ii 0; c r Ti (v);Plaln) -1 d. Z 'Xdl 1BCf0FC! RcvM10D Change of Phmbcr TrarWct i:a Nli�,x 0%�Iticr '11 Previrsiv; PcTrna Nun,1L";C,,- Jl%, F),liV,• T,siird k)f I IV. 1) 111%persallf r-c-a I nuen t A rea ;in d Ta n k I rtfop-mation: Ftat^r MDu-v& ajw k-.Ign Flow (gpd) D cs ig II'. t) r I JZ.3 te(gN Isf) Dispcirsal Aica Rcqutircd (sl) Dis l Arta Praposcd (sl) Sy�tt: 10O.Tr.;; L 600 .6 630 630 99-15 �,!,+.:71 Capac,.Fty in Tnial N of Manuketurer Tank Int'Ofmation Gallons Gallon% Units N CW Ta I �k_s_ F x ist I n g gawks Li oil 0 V, S-riolic o4 I loldine Tack x ER 1200 WIES Dmi Ck a mb o x 800 x V. Respansib ility Slat emetj(- 1, tht und rr!oignitd, a&sunic tit xjio-nsl'hfflty fur im(allation of the POWTS Avu n on [lie At la cited pla 1 ns- J3'U.,;"rje'.;S Ph f P1 Urn bi: Nam c I 111 ! 11! S - MITI) r - MPINVIB Nurll-c.r 1-,. NIJMhCr PAUL R KOEHLER 225410 '715 246 2660 Kumbcr's Addrass (Street. It'v. Sli'tLL7 321 WISCONSIN DR NEW RICHMOND 54017 A countyll) va ri ni cn t Use I FE r- Datc Imed k:�,my Accr-I �-qtrl�i(urr gj Z� I for D'� n R)r!11'?A2 M IN L rl d I I W [IN 0 Wu&a L% 3) An bsps CZF4��"X -k fi- ��EM OWNER: La t4k 1. Sepdc tank, effluent filter and dispersal cell Ca �,,,,,t,s�- m be serviced / m a iwairic-d as per q) C, P,, �e_ &AJU LA^ - management plan F r-1-. ided by plumber, C s�� � -� f) FcoUtc, 2. A I s et ba C k re q �jii re. mie r t � 11 U St be rn ai ntained A V W'� �p ,,.,,,�� IIS `w_ �1A �l ` II�CJ�3 / ca;s per appljGaLie I ,,ode / ordinances, I IAN+ 90 C f;NLI [1101t j Aon11(;r i 4L fe, 171 ml d ; _1Q4.9y1 r I 11 011! County v-W), an pAper rul le.93 than I LOZ x I I iWW,% in sue A4 Mound and Pressure Distribution Component Design Design Worksheet (r or c) Site Information Residential or Commercial Design Esti 'mated Wastewater Flow (gpd) Peaking Factor (e.g. 1.5 = 150%) Design Flow (gpd) Site Slope (%) Installation Contour Line Elevation (ft) Depth to Limiting Factor (in) In -situ Soil Application Rate (gpd/ft) r 400.00 1.50 600.00 12-00 99-15 24.00 0.60 (c or e) Distribution Cell Information 9.00 Cell Width (ft) 3, 4, 5,-6, 7, 8, 9 or 1 0,.,Only 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) 1 I Influent Wastewater Quality (1 or 2) Pressure E e 3 3 0.156 3.00 2.00 90.00 90.00 0.00 4.55 9.73 2.59 16.87 )isribution Information Center or End Manifold Lateral Spacing (ft) Number of Laterals Orifice Diameter (in) (e.g. 0.25) E100.00 Contour Length Available (ft) 1 70-001 = Dispersal Cell Length (ft) Are the laterals the highest point in the distribution Y network? Enter Y or N If N above, enter the elevation (ft) of the highest point. r Estimated Orifice Spacing (ft) = 9.131 ft2 /orifice Forcemain Diameter (in) Forcemain Length (ft) Inside Pump Tank Elevation (ft) Forcemain Filter Loss (ft) System Head (ft) x 1.3 Vertical Lift (ft) Friction Loss (ft) Total Dynamic Head (ft) Lateral Diameter Selection in. dia. options 0.75 -choice 1.00 1.25 1.50 2.00 x x x 3.00 x Treatment Tank Information 1200.001 Septic Tank Capacity (gal) WIESER IManufacturer Does the forcemain drain back? I Y Enter Y or N 14.68 Forcemain Drainback (gal) 94.17 5x Void Volume (gal) 108.85 Minimum Dose Volume (gal) 37.16 System Demand (gpm) Manifold Diameter Selection in. dia. options choice 1.25 1.50 x 2.00 x x 3.00 Gallons/inch Calculator (optional) 867.36 Total Tank Capacity (gal) 39.00 Total Working Liquid Depth (in) 22.24, gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.00 Dose Tank Capacity (gal) POLY LOCK Filter Manufacturer 22.24 Dose Tank Volume (gal/in) 525 Filter Model Number WIESER I Manufacturer Project: DCCI INVETMENTS. LLC Page 2 of 3 Mound Plan View 1/10 B i •• AL - Observation Pipe t,, 1 1 4 A 4 6 x 4 '1 4 4. A 0. V Ir", a 0* K f••• x":7arr,Z•�r•r•*tx/�aiyryxM f+re•"ex�..�' y'�a� ►y''r+i•''.i"rw.'f•.".•y; t t x Y; I- IL It t I .•r•a•Y.�_.. •._ -w. w.^ • •, a � •.. � • •. .• .., B • 4• q•• •It P. 4 4 It . . . . . . . . . . jt R t Mound Component Dimensions A 9.00 ft E 24.96-- in H 1.00 ft K 10-62 ft Bi 70.00 ft F 12.00-- in z 16.78 ft L 91-24 ft D 12.001in G 0.50-ft J 5.51 ft W L 31.30 ft 630-00 (ft2 ) Dispersal Cell Area 1804.69 (ft2 ) Basal Area Available 8.57 (gpd/ft) Linear Loading Rate 7.00 . (ft) 1 /10 B Obs. Pipe Placement Mound Cross Section View EZflow Dispersal Area U., Finished Grade 102.15 (ft) jW- --.Mm T H G J. ix 4 L; F•Dispersal Cell 100.65 (ft) Lateral 100.15 (ft) 6 ':j Invert Elevation Dispersal Cell ....•.. Lr •D Elevation I 1 4 1 1 d V, 99.15 (ft) Contour Elevation 12.0 % Site Slope Typical Dispersal Cell Shading Key See Page 5 M Topsoil Cap > 0 a- 14-1 Z L 2 0- 4-j Subsoil Cap CD 0 C Approved Geotextile Fabric Cover 0 2.0 ft ASTM C33 Sand W4 U) k1joe Tilled Layer ff5 5 NO ► 0. Olt -g' —4 F a EZflow Media U) 0 015 ft A See details on page 4 for number, size, and spacing of laterals. Laterals are located in the 4" gravity distribution pipes as shown on page 5. Project: DCCI INVETMENTS LLC Page 3 of 8 End Connection Lateral Layout Diagram Turn -up Y,�bAl valve or olesnoutplug z I st orifice locatecl at 7- 1-�- X All laferais identicaJ, with otiftes equally spaced. Force mwn connection Noia tee or cro5s to manifold ai arty point. LateralS & foroe main of PVC Soh 40 T Orifices point woexcept every smone pumdsuovvnfor drainage. Number ofLaterals Lateral Diameter Lateral Length (P) Lateral End (Z) Lateral Spacing (8) Lateral Flow Robe System Flow Rate Orifice Diameter Orifice Spacing (X) Orifices per Lateral Orifice Density Manifold Length Manifold Diameter Forcernain Velocity Dose atinn Tank Inform ____ Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and L Tank component isproperly vented WIESER Manufacturer Capacity 800.00 Ga|kma Volume 22. gal/inch Dimension Inches Gallons L—Total 1 35.971 800.0 i B Bedding And Booxn As Per Manufacturer Alarm Manufacturer SJJOMBUS Alarm Model Number -------' PS PATROL Pump Manufacturer GOULDS Pump Model Number —-------- EP05 PurnpMuotUeliver I gpm at L 16.871ftTDH Note: Switches containing mercury may not beused inthis system. <---- Alternate outlet location Forcnmain diameter Weep hole oranti- siphon Pump off elevation (ft) 9 0 .-f2] Dose tank elevation (ft) L 90. Project: DCC||NVETMENT8LLC Page 4of 8 EZf/ow° Distribution Cell Media Layout 1 9.00 Cell Width (ft) 1 Sidewall to Lateral (ft) Distribution Cell Cross-section Arrangements ZIWAM, Iva Component Legend SR1-7A Bundle - 5 ft or 10 ft lengths SR1-12A or EZ 1201A in 5 ft or 10 ft lengths SR3-12H or EZ 1201 P or S R3-12 H in 5 ft or 10 ft lengths 4" Perforated Distribution Pipe With Pressure Lateral Inside 0 Turnup Enclosure — — - — am Pressure Lateral Bundles are covered with approved geotextile fabric as per the their product approval. Distribution Cell Plan View Layout - Typical 9.00 Cell Width - A (ft) 1 70.0-0 ICell Length - B (ft) 9 ft Wide End Manifold Center Connection Lateral Layout Diagram Force Main son ama Omani me win ... -------- J 'Mm Mira smog mm" am= am" mm, Project: DCCI INVETMENTS LLC Page 5 of 8 Mound Svstem Maintenance and .Qperation Specifications Service Provider's Name COUNTRYSIDE PLUMBING Phone 715-246-2660 POWTS Regulator's Name PAUL KOEHLER Phone 715-246-2660 Svstern Flow and Load Parameters Design Flow -Peak - 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1200 gal Maximum TSS 150 mg/L Soil Absorption Component Size 630 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic I Maximum Fecal Coliform.- >10E4 cfu/100 mL Service Frequency. Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap and are secured in as shown in the EZflow Mound Component Manual Ver. August 20, 2007. 2. Dispersal cell media conforms to EZflow products approved for use with the EZflow Mound Component Manual Ver. August 20, 2007. Media is covered with an approved geotextile fabric. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished Grade 9 V. A 4 4 r 6-8" Diameter Lawn t Sprinkler Valve Box 4 9 A 4 Lateral Ends at Last Orifice Where Variable Length Cleanout Begins EZflow Synthetic Media 2.08 Fee 4 Distribution Lateral 0+411 Lateral Cleanout Threaded Cleanout Plug or Ball Valve 0 Long Sweep 90 or Two 45 Degree ends Same Diameter as Lateral t Project: DCCI INVETMENTS LLC Page 6 of 8 Uflowe MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN SGN Small Commercial Application INDEX AND TITLE PAGE Project Name: DDDI INVESTMENTS Conditionally 1212 ROVED Owner's Name: DEPT. OF SAFETY AND PROFESSIONAL SERM ES DIVISION OF INDUSTRY SERVICES Owner's Address: 1505 HWY 65 NEW RIDHMOND WI SEE CORRESPONDENCE Legal Description: Sw 114 SE 114 S 17 T29N R 19W Township: TROY County: ST DROIX Subdivision Name: MEADOW RIDGE OF TROY Lot Number. 44 Block Number: Pa rce I I.D. Number: Plan Transaction No.: Page I Index and title Page 2 Data entry Page 3 Hflow mound drawings Page 4 Lateral and dose tank Page 5 Distribution media Page 6 System maintenance specifications Page 7 Management and contingency plan Page 8 Pump curve and specifications Designer: PAUL KOEHLER License Number: MP,225410 Date: 08/14/23 Phone Number: 715-246-266.0 Signature: Designed Pursuant to the EZflow Mound Component Manual Ver. August 20, 2007, SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD-1070E-P (N. 01 /01, R. 10/12) Uflow Mound Version 3.0 (R. 3/1/12) Page I of 8 Mound and Pressure Distribution Component Design Deep gn Worksheet or C) Site Information Residential or Commercial Design Estimated Wastewater Flow (gpd) Peaking Factor (e,g. 1,5 - 150%) Design Flow (gpd) Site Slope Installation Contour Line Elevation (ft) Depth to Limiting Factor (in) In -situ Soil Application Rate (gpd/ft) 400-CO 1.50i 600001 12-00 99-15 24.00 (core) Distribution Cell Information 9 -dth (ft) .001 Cell W1 7,L 8. 9 or 10 0 —1-00, Dispersal Cell Design Loading Rate (gpd/ft) 11 Influent Wastewater Quality (1 or 2) Pressure Disribution Information c Center or End Manifold 3 Lateral Spacing (ft) 6 Number of Laterals 0. 6 Orifice Diameter (in) (e.g, 0.25) 3.00 Estimated Orifice Spacing (ft) — 2.00 Forcemain Diameter (in) 100.00:. ' Forcemain Length (ft) U.00 Inside Pump Tank Elevation (ft) 0.00 Forcemain Filter Loss (ft) 4. ystern Head (ft) x 1.3 7-73 Vertical Lift (ft) 2.65 Friction Loss (ft) 14-94 Total Dynamic Head (ft) Lateral Diameter Selection in. dia, options choice 075 1,00 x 1,25 x 1.50 x x 2,00 x 3.00 x Treatment Tank Information 1200.001 Septic Tank Capacity (gal) Weiser Concrete I Manufacturer I 100.00]Contour Length Available (ft) 70.001 -- Dispersal Cell Length (ft� Are the laterals the highest point in the distribution Y — _ � rN _ nehvork? Enter Y If N above, enter the elevation, Lft) . of the highest point. -71 1 9.5 ft 2 lorifice Does the forcernain drain back? I Y Enter Y or N 16.31 Forcemain Drainback (gal) 94.22 5x Vold Volume (gal) 110.53 Minimum Dose Volume (gal) 35.54d System Demand (gpm) Manifold Diameter Selection in- dia. options choice 1-25 1.50 x 2.00 x x 3_0o —T Gallons/Inch Calculator (optional) 867-00 Total Tank Capacity (gall) 39.00 Total Working Liquid Depth (in) 22-23 gal/in (enter result in cell E349) .Dose, Tank Information Effluent Filter Information 800-00 Dose Tank Capacity (gal) pol ock Filter Manufacturer 22.24 Dose Tank Volume (gal/in) 525 Filter Model Number elser Concrete Manufacturer Project.- UCCI INVESTMENTS Page 2 of 8 ■■ r■rww I- Mound Plan View obsenrat P" 4 f i r +►�.i' • •■ i i '1� T '1' f+ • •�i` ■ µ� i ■ Asti' �• • .'•w „■ • ■ R6. 11 a ._.•.•.• • . •� t 41 i" r ■ '■ / / /�s t"./ ► 1 1 / ►�. s / 1 • / •�/ f .•. .■ i ♦ . a• 1 r 1r1 •+,/•~ T J rr.w. A JL�• L Mound component Dimensions A 9.00 ft E 24.96 in H 1.00 ft K 10.62 ft B 70.00 ft F 12.00 in z 16.78 ft L 91.24 ft D 12.00 in G 0.50 ft J 5.51 ft W 31.30 ft 630.00 (f?) Dispersal Cell Area 1804.69 (ft) Basal Area Available 8.57 (gpolft) Linear Loading Rate 7.00 (ft)1l10 B Obs. Pipe Placement Finished Grade Mound cross Section View EZow Dispersal Area 102.15 (ft) F 100.15 00 --ol.--•-�,. Dispersal Dell '' Elevation G H Rai .•...•.•.�:•...•. 100.55 (ft) Lateral . ■.. .. .. Invest Elevation A ���■ _ � aL� .��� �-�4.�+��.� : ;,* y- � �. •; � � � l . tea" :1.'f "L ..,�. � :.� ..: ►: _�.-�-.•.-.. � _ � _ 9915 (ft) Contour Elevation 12.0 % Site Slope Typical Dispersal cell Shading Key See Page 5 EIM Topsoil Dap > A.S 2 Subsoil Dap v Approved Geotextile Fabric Dover ASTM D33 San �" 2.0 ft 31,m d � . Tilled Layer •�` �`+ � ,,, :� �� m m a '* �: 5 E�'ow Media z fE F , , }•.,S •., . f 0. 1 i 1 5 ft ., 'Nil See details on page 4 for number, size, and spacing of laterals. Laterals are located in the 4" gravity distribution pipes as shown on page 5. Project: DDDI INVESTMENTS Page 3 of 8 Center Connection Lateral Layout Diagram 1�,amalnELIU111 aal?t Be�fnal - 40 - TLj r rp-U P vp� ba I I viv.,ve Or 01 as nout pl u 9 P R.111 64 r rM 5 1 tj �r#k nj. Wilk r, rfr,.! .5 e quady V " ed Foy Te me&. itonrjtLcj'ron VfL tee or cmss to nvuoold aa W)y pvim. L tr Aks & for 00 nn ain of FVC Seth 40 pwir SPS 'rahl* 384,304 paird up every Sth ofme poirt:3 down for draIrrage Number of Laterals 6' Lateral Diameter 1-50 in Lateral Length (P� 34.23 ft Lateral End (Z) NA ft Lateral Spacing (S) 3. 00 ft Lateral Flow Rate 5,92- gpm System Flow Rate 35-54 g pm Orifice Diameter 0-156 'in Orifice Spacing (X) 3,2 6 ft, Orifices per Lateral 11 Orifice Density 9.55 ft2forifice Manifold Length 15.00 ft Manifold Diameter 2.00 in Forcemain Velocity ftjsec Dose Tank Information ElectrIcal as Per NEC 3W and SPS 316.300 WAC Tank 00Mpone nt is properly vented Weiser Concrete Capaj �it 800.00 Volume 22 ^.1 1 D i m e n s ii o n A pip 1 Alarm Manufacturer Alarm Model Number Lowing cover with Wa m it ng label and locking device and sealed watertight 4 in, <- Altervale Outlet locatiOn Forc.emain diameter 2 j n, PUmp Manufacturer adds Pump Model Number EP05 __� Pump Must Deliver L' 35-54igpm at 14.9a ft TDH Note: Switches containing mercury may not be Used i-n this system Weep hole oir anti - siphon device Pump off elevation (ft) 92.921 Dose tank 81evation (ft) 111- 7 92,001 P r0j, e ct: DCCI INVESTMENTS Page 4 of 8 EZffow" Distribution Cell Media Layout L-9-00-----]Cell Width (ft) I 1.50 Sidewatt to Lateral (ft) Distribution Cell Crass -section Arrangements '7�C4 0 1111* P 0 Ilk. Component Le end SR'I JA Bundle - 5 ft or 10 ft lengths S R'I -'12A or ErZ 1201 A in 5 ft or 10 ft lengths SR3-12H or EZ 1201 P or SR3-12H in 5 ft or 10 ft lengths o 4" Perforated Distribution Pipe With Pressure Lateral Inside Turnup Enclosure Pressure Lateral Bundles are Covered with approved geotextile fabric as per the their product approval, Distribution Cell Plan View Layout - Typical 9.0o Cell width - A (ft) 70.00 lCell Length - B (ft) Center Connection Lateral Layout Diagram Force Main -- ---- ---- P" -OEM "a ... ..: ... • ... ... ... +.Ni aw. aw.... 6 ft wide End Manifold r.: .r. am it '.r...N. air. ".. ... aw. 'air. 'watt."W''ON. OEM -.s OEM air.' *Ms :..' MW OEM V" ... Project: DCCI INVESTMENTS Page 5 of 8 Mound System Maintenance and Operation', Specifications Service Provider's Name count Phone 7-15-246-2660 POWTS Regulator's Name pau! koehler Phone''715-246-2660-- SYstem Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Ave rage 400 - gpd Maximum BOD5 220 mg1L Septic Tank Capacity 1250 - gal Maximum TSS 150 mg/L Soil Absorption Component Size 630 ft2 Maximum FOG 30 mg[L Type of Wastewater Domestic I Maximum Fecal Coll iform >10E4 jcfumoo mL Septic and Pump Tarok Eff 11-lent Filter Pump and Controls Alarm Pressure System Mound Other Soviet ff2guency Inspect andlor service once eve 2 3 years Inspect and clean, as necessaly at least once every 3 years Test once every 3 years Should test mriodicaliv Laterals should be flushed an-d Pressure tested eve !y 3 years Inspect for pondinq and seeoaqe once every 3 vears Miscellaneous Construction and Materials Standards 1 - Observation pipes are slotted and materials conform to Table SPS 384-30-1, have a watertight cap and are secured in as shown in the Uflow Mound Component Manual Ver. AUqust 20, 2007. 2, Dispersal cell media conforms to EZfiow products approved for use with the EZflow Mound Component Manual Ver. August 20, 2007. Media is covered with an approved geotextille fabric, I All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code. 4, Tillage of the basal area is accomplished with a mold board or chi el plow,. 5The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration, Lateral Tum-up Detail Finished Grade .0 e W 0 1h 0 Is a g-9 0*00,50 a 0**96 logo* 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box , � •. � � n n. Plug or Ball ValvY 6 Y p d' h h n .......... Lateral Ends at Last Orifice Where Variable Length Cleanout Begins Lon ,g Sweep 90 or Two 45 ueqre.e Bends Sarne Diameler as Lateral Ezflowsyn efic Media th 1-27 F eet Distribution Lateral Lateral Cleanout � Project DCCI INVPSTMEATS Page 6 of 8 Mound System Management Plan Pursuant to SIBS 383.54,Ns. Ad m - Code General This sy,,�.eni Miall be operated in accordance with SPS 382-84 Wis, Adm Code. and shall maintained in accordance with its' component Ma nvB[EZ00w Mound C omponerit Manua I B120W, Pressure U-Stribut lore Component Ma null Ver. 2. 0 S BD-1 0706- P (N 01 1) and SSVVIAP P iblicallian 9 6 (0.1181)) and local or state rules perta ining to sy5 te, rn rnalritenan:w ar--d maifiteran,-J! "F� Q,orling. Sep!ic arid Pump lank abandonment shall be in accordance with SPS 383 %33. Ms. Ad rn, Cod e whe n t h e ---j r i K,; are no longer used as POW TS components. Septic or pu m p to ri k rTi a nhol� risers, access rise rs and covers ShOUld be inspected for water t ;g h, nets and sound ness Access openings used for s e rvi ce and a s5,e s s m� ri t 5 hall be sealed 'mate (light u p on the completion of service. any op e n i r..g d e e m e d u ri &, mi nd, de fective , or subject to failure M ust be replaced. Exposed a cCPs$ opertings greater tha n 8-Inches In diame!er sha 11 be secured by a n effective looking device to prevent, accidental or unauthorized entry into a to nk or component- Sepflc Tank The septic tank shall be maintamed by ar� Individuai, certified tu se ry ice sctpfic tanks under s, 281-48, Stats. The contents of the septic tank sha 11 be disposed of 'in accordance wilh NR 113, Wis. dmi. Code, The operating Condition of the septictank and outkA, filter sha 11 be assessed at least, once every 3 yea rs by i rispect ion, The outlet filter shall be cleaned as necessaFy to ensure proper operation, The filter cartrtdge should not be removed Unless provisions are made to retain solids in the to that May slougli off the fifter when removed from its enclosure. If the filter is eqU . ipped with an alarm, the filter sha 11 b iced if the alarm Marm- e 5er-vi is activated coptinuously. Intermitteryt filter alarms may indicate surge flows or an trnpending confinuous Thee septic tank shall h@ve its content-,c, removed Mien the volume, of sludge and scum in the tank exceeds 113 the liquid volurne of the to nk. If the contents of the to nk a re not removed at the time of a then nia I assessment., mainter2 rPerson nel shall advise the owner as to when the next sei-vice needs In be performed to maintain less than maximurn scum and sludge accumulation in the tank_ Theaddition of biolegical ur chemical additives to enhance septic tank performance generally not required. However, if such Products are used they shall be approved forseptictank use by the Wisconsin Department of Commerce- Pu,M.IR Tank The dosing (pump) tank s h all be Inspected at least once every 3 yea rs - AD switches, alarms, a n d p u m ps shall be tested to verify p rope r aperat'lon, if an effluent filter is instatted within the. tank it shall be Inspected and serviced as necessary. 11 the force til.ain has a weep hole, it should be noted ff It is functional during pump operation, and If not, it should be cleaned No One should ever enter a septic or dose lank since dangerous gases maybe present that could cause death. fthk* Mound and Pressure Di-stfibution System No trees or shrubs should be planted on the rWc—)t7n—dP1an1in9s may be made around the rnound4s perimeter, and the mourd shall be seeded and mulched as n e cem a ry to prevent erosion a r-d to P rov d e some protect I on from frost penetration. Tra ffi C (other t an for Vegetative maintenance) on the mound is not recommended since soil compaction may hir.der aeration of the infiftrative surface within the mound and snow compaction in the winte r will promote frost perietration. Co d weather installations (October-Februa ry) d iclates th at Vie mound be heavily mulloh,ea as protection from freezing. Influent q Ua pity Into the mound system may not exceed 220 rnglL BODII: 1 150 mg/L TSS. and 30 --n9AL FOG fa r septic tank effluent or 30 mgA. BOD!, 30 rnglL TSS, 10 M91L FOG, a nd 104 CfUJ 100 rnL for h ighly treated efficient Influent flow may n:ot exceed maxi urn design flvw specifred ire the permit for this installation, The pressure distribution system is provided with a Nishirrig point at the end of eat laleral, a nd ;t is recommended that each lateral be flushed of accumulated solids at least once every 3 years When a pressure test is performed it shotild be compared to 11)e in,ilial: test w1lev the system was installed to determine If orifice clog.g.-ng has uccurred ard if orifice cleaning is required to maintain equal distributzon within the dispersal Cell - Observation pipes wi* hin the d isPersal cell shall be checked for effluent pond ing. Pondirig levels s halt be reported to the Owner, and any levels above 4 Inches consdered as an impending hydraulic failure requiring additional, rivers frequent monitoi-iing. Contingency Plan If the septic tank or any of its components becorne defective the tank or cornponent s hall be repaired or replaced to keep the system in proper operating condition. If in t+ie dostank, pump, purnp controls, alarm or related wiring be',QMies defective the defective component(s) shall be 'immediately re paired or reptaced with a compon ent of the sa me. or equal perform ance. If the maurid component fails to accept wastewatur or begins to discharge was Lewatt*r !o the gr'nLjnd SUrface, it will be repaired or replace-,d in its' p.,'esn-ent location by Increasing basal --cifoa If toe leakage ocours or by remoVing biologically clogged absorption and dispersal I Tiedia, and related piping, and replacing said components as deemed necessary to bring `tie system into proper operating condition. See Page 6 of this plan for the name and lelephone number Of YOLJf local ITS regulatorand service provider, Project DCCI INVESTMENTS Page 7 of i f 3 f s 1 i s j o I V kA-29 Cj Ile- �;,T .- 0 W V j I-rj J_ `z 311 �j Wastewater i� mrn' RS , FIEET '0 9 7 2. 2 6 21 4 3 2 0 G PM 6 8 10 12 M A CAPACrry MODEL INFORFAA-nON Order Number HP vo minimum hs Amps Cim"it E EAmps Float ph as* Sw. itch Cord Disrharqt M* lrdrnum i :ni: MinIMUM Minimum Ma,ximfjm Shipping mw� --------- 8-reaker Stylo Lvngth Conn*ction"OnLevol �u ..7 Oftevel Bay -in Sohds Weight FE:P04171 Plug Diarn ete r Size lbs.kq W� - NO Switch 10 Manual Manual 20/9,1 EP041 1, Piggyback 12 20 ffidcn,-A nq le 10 12" 616 21/9.5 EP041 1 F Plug A No Switch 20' Marlual vj�j n Ija I EP04120/9,1 Piggyback W1de-Ark9le 20, yea 21/9,5 E P041 2 plug! * a I Manual 2U/9 i E P0412F Plug No Switch 20 Manual Mar, uz 1 EPO 5 11 F Plug 115 13 20 No SMIch 201 Ma nua I Manual 22/10 EP05iIAC ybark / Wide-Anle 2o, 12* 6 23110.4 EP0512� 2,30 6.5 Fri 1 ILj., _. — - 2f), ManLia, 1 Mania[ 22110 PAX. - I kmavaf Zabala & W&FfeWROP ft&�CU A Diviskm of po�4 Inc, PL-525 Effluent Filter PL-525 Filter The, PL-515 Filter is rated for 10,000 G13D (gallons per day) akin it one of the largest filters i its class. It has 525 linear feet of I / 1 fi I tra tion 91 ots. Uke the Polylok I'L... LY7 19 in the Po I y I o k PL- 5 25 h a <%,. ,I n a u tomatic Sh U toff bal I installed with every filter. When the filter is removed for cleaning I the -system so the effluent won't leave the tank. I Y the 13HIJ will fj�,)�jt tip w1cl temPoradly ShUt Off Features: * lea ted for 10,000 G I'D (Aalloris per day), * 525 IJ near fe u-. t 0 f I / I (;' f i I tr a do o n. Accepts 4.rj a n d 6" SC IL 11) 4 0 p 11) e. Built in gas deflector, Autoniaticshut-off ball When filter OS removkid. Alarni access li)il'ity- sp AccePts IVC fix tension handle, I'L-525 InstarlIml-C)II: Heal for residential and commercial waste flows up tc) 10,000 gallons per day (GPD). -1. Locate the Outlet of the septic tank. 2- Remove the tank cover and PUMP tank if necessary, 3. Cl ue the f j I ter hou sill t(.�)the 4 "" or ( )" ou tit pipe. If, the filter is not centered 11(le'r the access openMig use a Polylok Extend & 1_,ok or piece of pipe to center filter, 4. Inseirt the PL-525 f ii ter "'to its housing, 5. Replace and secure the septic tt'lnk cover. PL-525 Maintenance: The PL-525 Effluent Filters will operate efficient1v for several years under narnial c0liditions before requiring 0 clvilrlirig- It is recommended that the filter be deared (---very time the tank iS puniped, or at least every three years. If the ins t a I I e cl filter con tains an () 1) t A I a rm, the oivner w I I I be n oti fied by an a I arin w lion the f it ter needs servicing. Servicing should be done by a cerfifit--d septic tank pumper or ins filer. I 1. Loc a te the (71 La t 1 (4 0 f th e septic tank. t t'k '. 1% k d �J PUMP tank if necessary. P1 u nibing w1i en filter is removed. 4. Pull PL-,"525 cartridge out of the housing. 5 1 . Flose Off filter over the septic tank. Make sure all solids fall back into septic u)nk, 6. 1 nsc-r t t h e fi I ter car tridbre back to the housin g m a. ki ng sure the fifter is properly afigned and completely jr.Lscrtt.%d, 7- Rep] a r e a n d secure septic tin cover. 06" Flltnti( Accepm,V' & Vol SCSI 40 pipe C 13 m Switch k.Iunal) ccpts 1" PVC tension Handle UZat ed for 10.1000 GPD 525 Linear Ft. of 1/16- FiltTation Slots, Certified to NSFIANSI Standard 46 11] a t L butOff11.111, 0 u I door ' 5 in a -r t F it te r"19 Alarm Extend & Lak-Im Polviuk, X�atv I t & Bes P f L I t t? rs ,scrept Easily Installs .Lht:-,SrnartFjtteswitch ,w-1 Mann, b Zito ex M ng t arLks. Poly I ok, Inc. 3 F� a i r fie-1 d Blvd. WAlin for . CF 06492 To I I Fr e e - 8 7 7,7 6 5.9.5 t') 5 F;- % x - PT 3.S4,85 1, 1 o [).-I A . co m Bid CAST —A —SEAL P I CI_ L) de co I� Ji�i i! F-I LTER OR BAFFLE irr cy Li fr_ 4" CAST ——SEAL A-m VEli T WLPI2 —SIR TANK SPECIFICATIONS DIMENSIONS-. WALL- 3 BOTTOM. 3" COVER: 6" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEtGHT: 53" LENGTH: 13*-8' WDTH; 8 P_ Opp BELOW INLET-. 41 LIQUID LEVEL- 35m WEIGHT.- B07TOM 14,800 LBS. COVER 8,170 LBS. INLET AND OUTLET, CQ 4" CAST —A —SEAL BOOT OR r6:-'QLJAL GASKET INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL #10 �OTHER STATES SEE CHART) Ln LIQUID CAPACITY: 33.46 GAL/IN (SEP-flC) 22-24 GAL/IN (PUMP) LOADING DESIGN: 8'-0.. UNSATURATED SOIL U) 1 ca 1 Lo TANK CAN BE USED AS: C\f SEP-nC / HOLDING / PUMP OR SIPHON COVER: MIX DESIGN #8 (ND FIBER) TANK: MIX DESIGN #9 (SMALL FIBER) Lai CUSTOMIZED TANKS{ FOR CUSTOM TANKS CONTACT WESE R CONCRETE RE�AEWED 13�' REVIEW DATE D R A W T N I TT E D FOR APPROVED BY', 0-kPPROVAL DATE: PRODUCTS NEEDED BY: SHEET NO OF TANKS AREE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 RECOIREMENTS POWTS OWNER'S MANUAL & MANAGEMENT PLAN page of FILE INI-ORMATION Ovvnai DCCI INVESTMENTS LLC Permit DESIGN PAFtAME-FERS Number of Bad rooms 4 El NA 9 NA Number of Public Facili y Unfts Estimated flow laverage) 00 90day Desig n flow (peak), (Est.] mated x 1. 5) 600 galtday Soil Application Rate .6 qal/day/tt' Standard Influent/Effluent Quality Monthly averaqo' Fats, Oil & Grease lFor.) �30 mg.'L Biochemical Oxygen Damand �130D,� :5.220 mg/L N.'. F Total Suspended Solids (TSS) � 150 mgyl Pretreated Effluent Ouafity Monthly average Bi-z)chernicat Oxygen Demand fBOD,) :530 mg/L Totai Suspended Solids �TSS� !;310 mg!L 0 NA [:ecal Coliform lgsomet7ic rneanj 0' cfu/ I 00rnI Maximum Effluent Pa isle Size Y, in di a. 0 NA 0 NA *Value-E typical for d(iriestic wastuyva'Ier and sepl[ir, .an effluent. MAINTIENANCIE SCHEDULE SYSTEM SPECIFICATIONS pti Tank Capacity 1200 EJ NA Septic Tank Manufacturer -gal Li NA Lfflu-ent Filter Manufacturer El F.J A Effluent Filter Mode," 525 CJ NA NocepTank Clapa�iTy 800 gal 1 N A Pump Tank Manu`aclurar WIESER C2 NA Pump Manufacturer GOULDS El NA PtXTIP Model epo 5 0 NA a atMen t tj n I t ID NA CJ Sand/Graval Rrar 0 Peat Filter Vlelan coal Aeration 0 Wetland 0 Disinfection El Other, DispersaJ Cell(s) El NA D in- Camnd (gravity) C1 [n-C-round (presSWized) 12 At -Grade A mo un d D Drip -Line © Other: Ott -war. D NA Other: El NA 11 NA Service Event Servire Frequency Inspect condition of tankils) At least once every. monthtsl Warri xlmu3 years) 3 year(sl Ei NA Pump out contpn;-s of tank(s) When cambinmi sludge and scum equals one-th'ird (Y3) of tank valurne 0 NA Inspect disparsal -,oll(s) At least once every: 3 nth is) Maximum 3 years) ;4 year(s) 13 1`4A Clean effluent filter At least. once ever}; rnonth(s) 0 NA Inspect Pump, pump controls & alarm At least once every: 3 0 1s!A Y!3ar (s) Flush lateiral-ti and pres,�ure te!A At least once every: 1 AS NEEDED YGIN(S) 13 NA Other - At laast onra e-very- C3 mo.Rthfs) NA it N A MAINTWANCE INSTRUICTIONS Inspections of tanks and dispersal calk sh'911 ne made by an individual carrying one of the following licenses or . M aster Plumber; Ma-ster 1`4imber Restricted Sawer, POWTS Inspeotar. POWTS Maintainer; Septage Ser-66ing Operator. Tank, inspectionn must Include a visual 45pectio-7. of tfirC tank(s) to identify any missing or broken hardwarc, identify any cracks or lieal;S. measure the volume of corobin od -sludge and scum arid' to chock for any back up or pare ding of effluent on The, ground surfacc, Tho &-�Persal cell(s) shail be visually inspacted to chc:a, 'thc ofuGnt levels In thc; observation pipes -Ind to Cj'jr(,!Ck for any pondingOf t-.ffklent on the ground surf a-e. The ponding at ffluent on the ground surface may indjc:ate a failing condition and require- -,; the immadiate noTific ation Oftip O local tCaUlatOry allThor'itv. When the combined aCCUMU1.21tion of sludge and ..curn in any tank equals one-third (Y.) or more of tho tank pro lurne, the ontire �:zmtents of the tank shall be removed by a Septage Servicing Operator and disposed of in accord ance vvith chapter N R I Wisconsin Administrat"IvE- Code. All ' ogre, services, including but not limited to the servicing of offluent filters, mechanical or pressurized components, pretreatment Uri its, and any 5 er-vicin g at int ervaples of !� 12 months, shall 2, c. p erformed ny a cartif led POWTS M aintaliner, A s or6ce i-eporl s Fk all be p rov'id end I � th e loc�] rag ul ator y a LJ th rFj',y Mrthiin 10 d ays of completion of any sal -vice event Pag-1:1 c! START UP ANC OPERATION Eon nee ,%e c0risir uction, ;Jirior to Use of the PO�VTS check treatment tan kls� for the presence of painting prod uc-ts or other chemicals that may impede the treatment process andior damage the dispersal cell(s). If high concentrations a,r.e dtvrf-ctedl have the cunt is of the tank(s) removed by a sepia servicing operator or-ic)r to use. SysfGni sTart up sh� Il: rigat occur when soil conditions are frozen, at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored *1he excess vv'astcwater v/111: be discharged to mr.- dispersal Collis) in cane larc o dose, ovefloading tha ceflis) and may result in the hackup or sur-jace discharge Of 'fluent. To a,-,oi)'d this situation have the contents of the pump tank remove h)- a Saptaqe Servicing Operator prior to restoring po-var to the effluent pump or contact a Plumbe., or POWTS Maintainer tD :a-.;L,.ist in manually operating The pkimp controls to restore normal -'revels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive, or park over, or other wiso, dis: urb or compact, the area within 15 feat down sl op e of an y mound or at-g rade so I absorption are a. Rc-duction or olimination of the following from the stream may imDrove thr_- perform anca arid prolare g ih� IJ111;% o the PODS: antibiaticsr baby w4)os, cigarette butts; cored ores; calm n swabs; degreasers; dental floss; diapers; dlsinfectants r fat. foundation drain (:SLJrnp PUMP) water; fruit and vegetable pecilings; gasoline; grease; herbicides: meat scraps* modications; &t paIntog products; ast -icidevs-; sainitai-y ri apkins tampons; and water �; iitt-.ner hrine, p ABANDONMENT VVhen the POVv7S fails and/or is Permanently taken out of service trie folievving steps shail be taken 1: 'Insure that the vstem is Property and safeiy aband onL-d M compLance with chapter Comm 83.33, Wisconsin Administrativ-b Code: All piping to tanks and pits shall be disconnected and the ahandcned pipe openings sealed. 10 7-h e content of as I t anks and pit s sh all be removed and p roperly d is po.(;oq d ol by a Sr pt a@ P, Servic ing 0 p eirator. After pure pin g, all tanks arid pits shall be excavated and removed or their covers removed and the void space filled with sail, I ol , gravel Ot ZInDther inert Solid rnaterlial, CONTINGENCY PLAN 11; the POWTS fails and cannot be repaired the following rn!asures have been, Gr,rflust be taken, to provide a code compliant re.placement systerrl: A suitable replacement area has been evaluated and may be utilized for the k)catiori of a replacern8nt soil absorption sys7tern. The replacement area should be protacted from dinturbanee and compaction and should not he infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Fr,',l ure to protect the ropiacsment airy a will result in the need for a n.E�w soil and site evaluation to establ"Psh a suii.ghle replacoment area. Beplauemant Systems must comply with the rules its effect at that time. A suitable replacement area is not, available due to sat knack and/or soil limitations. Barring advances in POWTS technology a holding tank may be irsTalled as a iast resort to rep ace the failW POWTS. Tlb-Al5elml 7UpTa-",,VfFFRffF:�0 �.��,�acren rer, L L11, 1"U 1,3 nV_fltat��o �ing ��,dnk� 1) q f 5 rTEIN S77 Vc�n 0 O&J_ MaLhe_ius:�, t 10 j 4AJ& El M3�jnd and at -trade soil adsorption systems may �reconsi-rucied in place following removal of the biiom---.it at the infi ltratlive surface. Raeons tru--i'lons of such systa-ns must comply with the rules In affect at that time. < < VVARNING > > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CMCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE 114TERI 0 R OF A TANK MAY BE DI ICU LT OR IMPOSS 113LI . ADDITIONAL COMMENTS POVATS INSTALLER Name COUNTRYSIDE PLUME31NG 715 246 2660 POS MAINTATNEE N:i rn a PAUL R KOEHLER Peon el 715 246 2660 SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY N a me MARCC) SEPTIC K are e 0 X—L FIt I one 4 11fiza231-2649 Phons —7 c7 --- 3 9� — T h 1 s o c,v uf-r Lan I ms a F: cl f a ft e d j n co rn ph a n ce with r. ha pt ar Co rnm 8 3.2 2 (2) (bI 7 d) & i fl a n 6 8 3,5 4,1l � 2; & (3) . W-sc on.sin Ad m i n i%1 ative Cc de ST. CRO NTv SANITARY SYSTEM File#: OWNERSHIP/ADDRESS FORM off��o„ry u�o Community Development Department will utilize this information to provide the property owner with information regarding operation and maintenance of your new or replacement sanitary system! This information will be provided as part of our ongoing efforts to protect public health, your well, groundwater, surface water, property values, and county resources. once approved, this completed form and educational information will be sent to you by email. If you would like to view your issued sanitary permit online, you can do so by using the Pror)eqy Files Scanned weblink. OWNER/BUYER INFORMATION Owner/Buyer Mailing Address City/State/Zip Phone Number (required) 40000/% Email Address (required) /l/�y Parcel Identification Number'-' (found on the property tax bill) NEW SYSTEM: LEGAL DESCRIPTION Property Location &�A/a , ,�]C'/a ,Sec. T N R /�w, Town of Subdivision Plat: iM,-A LsO V-T- PJ LCAC oF TQcxul r- ��,.4op.AJ ,Lot # Certified Survey Map # ,Volume_ Warranty Deed # `�����.� (before 2006)Volurne , Page # , Page # Number of bedrooms _�_ Spec house,'yes 0 no Lot lines identifiable �l,yes 0 no New Property Address (staff Initials) OFFICE USE ONLY {Verification of new address required frorn Community Development Department for new co (struction.) Ze -?, '3 (Date) This form must be submitted with all Private Onsite Water Treatment System (POWTS) applications. New System: Include with this form a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. Community Development Department — Land Use Division 715-386-4680 St. Croix County Government Center 715-245-4250 Fax add sccwi.gov 1101 Carmichael Road, Hudson, wl 54016 www.sccwi.c ov lim-mmWik-mil This Deed made bctwcen VALLEY LAND COMPANY, a NIinmsola corporation, Cff�zmtor and ,DCCT LAND PLANNERS,, INCO., Crrmtm Witnesseth, That the said Grantor canveys to Grantee certain real ate in S. Croix County,, Stm of Wisconsin, legaldescTibed on �bit A hemto (the g"F'roperty'), Together with all and singular hercditaments and appurtenances tbemunto belonging. KATHLEEM ff. WALSH REGISTER OF DEEDS ST. CROIX CO. 1P WX RECEIVED MR RECORD OU14/20ft 101-.80Ph WARRANTY DEED El I M7 I REC FM* 151190 TRANS FU : 10959. 0 CWY F CC mt PA M, a*- 3 This conveymce is without wm=tyl, except Gmntor covenants and represems the Grantor has not made, done, cxecuted or Tax LLB, : OV40 --1I? suffered any act or ffiing whereby the above- A6 dcscribe-d prop" or any pmt Hof, now or ID moloplll� -6w at any time hmm&ftrr., shad] or omy be mil. charged or encumbered m any manner, and Grantor will warrant -title to the abovt-described pmpaty apinst all pemns claiming the same from orthrough, motor as a result of any such act or diing, provided, however, that the conveyance hmby rmde and the warranty of Grantor is further hmitcd by and subject W those maw set forth on Exhibit B Ito. Dated tbis . day of Januaty, 2005. VALLEY LAND CONTANY, A Mu cGrpora Ef Y.- Its: KIC404-001VIWIN CoUi STATT. 0 ) )SS COUNTY 10,FtZ Personally came before = tWs &(dday of January, 2005, the abovo namd Guy B. Valley, as President of Valley Land Company, a ., Minnesota coqoration, having full authority to do so and to me Imown to be the pr,.rwn whoexecuted the foregoing instrument and acknowled'god the 0-0p, blic tate of Jp s sion (cxpires) U 2731P 552 122704 LEGAL DESCRLPTION/PLANNERS I we, I I MON awt % �QCATIN TEE SE OF THE -SE 114-p SW :1/4 OF TH� SE `/4 AN-D PART OF THE, NW Y-A 01=THE-SEY4'9 -NE '1/40F THE SF, 144 SW '1/4 OF THE NE % AND"THE SE "K OF THF=.NW Y4 ALL IN Z;ETA 0Ny_171p TOWNSHIP 28 NORTHp RANGE 19 WEST, TOWN OF TROY, ST. -CROIX COLJNTYp WISCONSIN: BEGINNING AT THE sE coRNER or SAID. SECTION 17; THENCE 051'31 =W,, ALONG _�HE SOUTH LINE OF THE SE % OF SADr SECTION, 26"29-36'FEET TO THE WEST LINE OP TGIF SE "/,40F SAID SECTION- T"ENCE NO(rO6440E, 4ONG SAID WEST LINE, 2060.38 FEET TO THE GENT FER OF SAID SECTION; THENCE 864`W, 18.7EET. TO- POINONA14.0FOOT- AIMUR 4 VE QONGAVE NORTHWESTERLY, VVHOSE CENTRAL ANOLE. MEASURES- idP16'5r, WHOSE dHORD 13EAkS N45044!3CrE AND MEA5URES 26.27 FEET; IIJENtE NOATHERLY ALON13 THE P�RC OF SAID . I - CURVE -AND 8OUTH EIY RiGHT OF WAY OF EAST COVE ROAD 26.30 FEET TiO SAJ D WEST LI N� .OF THE SE.-Y-4 THENCE N001105F44-wE, ALONG SAID WEST LINE 124.75 FEET; THENCE N8rSIP31'sE. 24.9,48 FE ET; THEN CE 3 00 0'0 5'44"W , 413,44. FEEr3r THEN CF N 8 81'5 1'31 RE , .2042. 11 FEET TO THE CENTERLINE,OF TOWN - ROAD (TOWNSVALLEY ROAD) BEING A POINT ON A 3754.00 FbOT RANUS CURVE, C*NCAVE SOUTHWESTERLY WHOSE CENTRAL Al lEAStJPX=S 902&280 WMOSE CHORD BEARS S36043'35T MD MFASURES 620.06 5EET; THENC.E SOUTHERLY ALQNG THE ARC OF SAID CURVE., 620.76 FEET To THE EAST LINE OF 1-FIE SE V40F SAID SECTION; ffi.ENGE:301*07'3bwW, ALONG SAID FAST LINE, 1880.26 FEET TO -THE POiNT OF BEGimiNG. ......... U 273 1 P 553 ,U7% 011305 Oi1305-2 EXCEMONS ITB as Reservation of any mfi=Ws or mineral rights to the State of Wisco b. 'i�'he big, uses, subdivision, go ng and ewfiummmUl Taws, ordkoza and. repWo (local, state and j apQticable in any way to or any extent to the Property or any part or portion thawf, o. A H easements, covamts, cwditi=6 rig , ruts -of -way, restrictions, .=ervatzon t and exceptions, if any, of record. d. Any lien ' ` omut of any govemment sponsored conservation programs relating to the �+aporty. e. Utility amid easements, if any, that are not of record (excluding those by S eilr r). E Humacbments, if any, g. All real estate taxes and steal assessments. h. i� enc , a&em erns, or w oh �y has cmt4 nerd or p to acmes , . `onaily omitte I k. A 'on .eat even by Grantor Grantee to the Town of Troy, WisconshL fpods9Mz EXMIT B Ito *-10 T vrj " -< , 04e -r ) Flit of #2139 S IL EVAL TIC&BEE! RT Safety t2 in a ordance with Comm 85. is. A�rn Code Page 1 of 3 Soil Testing. Inc Pr fess!Q ices 492- MeiiAwi Ridq& TvISchmi N NIP %"-;a u my Attach complete site Ian on t I inches in size. Plan must St. Croix include, but not limite rrza a reference point (13M), direction and percent slope scale o $ions. north arrow, and location and distance to nearest marCal LD- o4 o - 13 *2-9 - 4 Ll-- coo Please print all information.. R ... 'ewed By Dato Personal inforrriation you provide may be a tor secondary PUIPOSeS (Privacy Law, s 15 04 (1) (m)) Property Owner Property Location LE Investments, LLC Govt. Lot S E 114, S 1 .1" 4. S 17. T 12", 9 N, R 1 W Property Owner's Mailiric Address I-01: Block Subd Name or CI-11# 1505 Hwy 65 44 Meadow Ridge 01 Troy I + Addi) City State Zip Code Phone NumnQr city Village Town Nearest Road New Richmond VVI 54017 612-599-4244 Troy Meadow Ridge'Trail New Construction use, Residential Numt)er of bedrooms 4 Code derived design flow rate 600 GPD ......... .. . .. Replacement Public or commercial - Describe: .......... 44_?"k%.(.V Parent material Glacial till_ SantiagoSeries) Flood plain elevation, if applicable NA ft. General comments Area is suitable for a mound s stem. System eley6tion is 100. 15'based off the contour line established at 99.1 _ Slope of the area and recommendations: is 12%, Depth to 11mifin, l Ire Al )q) PAr4 a aj o r.A4e- e orik k"-c le%* ftring # Boring ' Pit Ground surface elev- 96-05 ft Depth to limiting factor 4 ;ouDndary in. Sol[ Application Rate Horizon Depth I Dominant Color Redox Descripticn Texture Structure 'Consisten Roots GPDtft 2 Munsell Qu. Sz. Cont. Color Gr- Sz. Sh. 'Eff#1 -Eff#2 0-6 10yr3/3 none sit 2mgr mvfl, a15 2vf 0.6 0,8 2 6-10 10yr4/3 none Sill 2fsbk Mft gw 1Vf 0.6 0.8 3 10-12 10yr-1/4 none Sil 2msbk mf-r gw Ivf 0.6. 0.8 4 12-20 1Gyr4/,-1 none sicl 2,msbk mfr gw 0.4 0.6 20-24 7.5yr5/6 none sd 3msbk mfr as ------ 0.4 0.6 6 24+ 1OW716 FRACTURED LIME STONE 0.0 0.0 F27 Boring 0 Boring OR n rni i nd c i i Karim im hav q�, 2 n ft r7anth tn Jimitinn fartnr 7 E; Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Murisell Qu, Sz Cont. Color Gr. Sze Sh. E ff-# 1 Eff#2 1 0-11 10yr3/3 none Sil 2mqr mvf r as 2vf 0,6 0.8 2 11-14 10yr-4/3 none Sil 2m!&bk mfr gw lvf 0.6 0.8 3 14-19 10yr4/4 none sicl 2msbk mfr gw 0A 016 4 1 o,--) 5 7.5yrS/6 none sd 2msbk mfr as ------ 0.1 0,6 5 25+ 10yr6/6 FRACTURED UME STONE ------ 0.0 0.0 Effluent #1 = BOD5-> 30 e- 220 mg/L and TSS >30 < 1,50 mg/L Effllucrat #2 = BODr, < 30 mg/L and TSS -j.30 mg/L CST Name (Please Print) Signature- CST Number 7 .29 4 Thomas J. Schmitt 220 1 dd 1'ess Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St, New Richmond, Wl 54017 5/26/2021 715-760-1978 0 ('4 011ducled Schmitt & Sons Excavating, Inc. - Thomas J_ Schmitt, CST 227429 586 Valley View Trail SomersetAl 54025 Phone- UO-1978 Signature Date 0 Backhoe Pit A Bench Mark 1 El. 100.00'Top of 2" PVC pipe A Bench Mark 2 Ell. 99.0'Top of 2 11 PVC Pipe Slope= 12% Scale 1"= 60' Contour Line Ell. 99.15 I Ref 213q Page 3 of 3 ('onducted For: Name DCC1 Investments. Li.. Address- 1.505 Hwy 6-54 City State, Zip, New Rj c h rn on d, NV154 0 17 Subdi ViS ion- Meadow Ridge of Troy Lot No. 44 Legal Description-. EI/4 SEIA S17 ,r29N R19W Township. County: 1'rov'['ownship, S(. Croix County Contour Une Length 100' L Ir F, k.W we Depat'nont of SOIL EVALUATION REPORT Safety and in acr-ofdance with Comm a5, Wrs- Adrn Cooe Profmonal Servces Aftch complelesae plan oi- PaPer n0l less thAn 8% x 11 inchas io sizu, Plar, rT,ijsl county Include, bul n0l li-rnt0d tLY Vartical and hohrorita! refeF4%nre point (113M). dire dicm:yid P' nX T1 1 5 10Pc - scale or d im, e nsiW a. north a r tow - a !I-rJ N; z- flon a ncf dISUnce 10 n.r., a M 4; 1, re)a d Parcel I-D Please prin f a If ;f) f Orm d tio n. e r!Fn- na 1 1 ryforma wn r y�)Q p cvid Reviewed By e rr�ay be U$k'�a fc' rY PJ TOS-e z3 I P 6 WX Y LZW, S 1 f,,. 04 (1 VO) P ropo' tt� C)V;ner DCCI Invest rnents, LLC, Prop c rt. Y avriers Mai I Ing Add re s s � 65 State Zip C,-O.c! v Phone N�jmber New Richrnorid dW1 1 54017 612-51,;9 4244 #21 kliq of 5 ch M Itt Soj t Te s-' J St Croix Date GO 0 Lot S E 114, SL 1 f4. 317, T29N* R I 9W Lai 13 lock 0 Subd Name c,.,- C5W 44 Meadow Ridge Of Troy 'Town Ne.�irest RtmjJ Troy Meadow Rldcc Trail New Consfru(tlon Pesideni 131 � %J-T!13Df b-o&ocrns 4 Code den des* ri flow M to 19 ReO. scree b I 1 0 f Com M ewal - Des c K Parent rn.atenil Glabaltill (Santsip ,pries) Ffo,Qd pt�wi: clevalion, W appliubfe NA ft, General wmmenLs lc-v4M i9 1 &3- 15' ba 4ed d the contour Ij n is es to ished at 99.15. Slope of 1he area arts ra C'Mpre- rl at rC T,, is 12%. to limiting feMr is 240 Boring 9 ft Depth to rimfting f3cf.01 24 in. Rate =ag Application L�OFL7-01 Depth Nminant Ccior Qc"jOx Ces,tron Yeylvre StfUCtUf e Conststwice Boundary Roots Qu. Sz- cont� 'Coor Gr Sz Sh 'Eftl 0-6 t 10yr3/3 none I Sif 2mgr mvfr a -q 2vf Ok 0.8 2 6,10 1' 10yr4/3 none 2fsbk m ft gw I-vf 0.6 0.,8 3 10-12 1 0,r4/4 nwe sil 2 rn s b -k • mfr g-4v Ivf 0.6 '1 0.8 4 12-20 1 O'YmM none sic 2msbk Mfr ��_�� 0.4 0.6 5 20-24 7.SYrS/6 nomivIs,fr as 0.4 6 24+ 1 GYU/6 FRACTURED LIME STONE 0.0i .0 %ring 1- PA caroo ni d �511- j ff a r.'e :!61ev 2-0 ft. DePth to limiivng 12r-tor 21 r: J S0,11 AppOcation Rate Hr.,,riicn Dnpth DOT inardcolcr Re-:!cX Des c r i i) t 10 -PI Text"re Struclurp Consistcnc�e Boundary, Roots GPDAII i Munselt OU. Z. Cori!, color E none S11 2nigr mvfr as 2-vf 0.6 11 1 Oyr4/ 3 were i S11 2msbk i mfr w ivf 0.6 14-19 10yr414 none —sicf m:sbk mfr gw ------ 1 F D.4 0.6 4 19-25 7.5yrS/G non-e I scl 2msbk mfr as 0.4 0.6 25+ 10yr616 FRACTURED LJM E STONE 0-G 0.0 30 220 mg :u,),d TSS >3' < ISO m gA- Effluent #2 E D:) ITmi?/L and TSS 30 n-9-11 CST Name (Please Prii-c. L? Thomar. J. Schmitt signature. CST Num�,er I A 2 49 Ad -dress 'Sc;h m, Itt Soij, Tt%�tjrj Q. I r1c_ 7X� [)ate Evaluation Ccr-i�lwutcd' Tei o ph,,):-�,u L's umb-c r 1595 72nd 51. New F'ir.�mcnd, Wi 01'1' 5/2612 D21 7 15- 7 6 ()- In. 7 8 Property owii�r DCCI InVestments t,LLC Pa rml I D Page 2- 3- — --------- -cf Boring Boring Pff ground surface elav .1-00. 15.1. Depth to 1[mil-Mg factor 24 in. Ho rizon I Depth Dorninani CoIaT Redex OLII'St6ption in. TeAtire SIrvmre Canslstence, Boundary Rows FS04 AppikWIon RM. GPC)mt" Mansell Qu. Sz, 'Cont, C Sh, E if� 0-8 10y'r3/3 none SA 2mgr, as 2vf F 0'6 0.8 2 B-15 I 10yr4/3 none sit 2msbk Mfr 1vf 0.6 3 1S-21 IGyr4/6 none -SCI 2msbk Mr t qvv Ivf 0.4 0,6 4 21-24 7.5yrS/6 noni� grsct 3 rr s b k mfr as 0.4 4 1"/6 FRACTURED UME STONE 0.0 Boring 9 Grr):Ijrd sutI7!r,.�: ft, De"Ati to limiling factot in Soil Appllc-illwi Rate L; nzan rierth t Dorninant coior R�'-dox T -�,!xi strutture ronsistence! Botj ndary Roots CP I j"-ftr 1.I U. 5z' n r) 1 1" C:k! a r GLF- Sz- Sh. tt YY E!orinq Sonng r r � � i r 0 LI tl d au rfa ce elev. ft. Deptri to limiting factor Depth in 001M,nant Cmr Redox Oescription Tiwdlu re I Structure �ConsMertcej Boundary Rcots u n �.efl Ou. S-Z corit. Color Gr. Sz.. Sh. I 2 0 n- Effluent #2 = BOO < 30 rnwL ana TSS <.30 rng�L J. COT) ff) t`.% V i:III -L� �j P, r- I I SQ T -* j C e pro v L d er an �t 0-Al p I o er. II, yo u n ced ass istin cc t u ak(Lr \ EC �C-5 Or I h � I )i� Part n-, k-i 1 0 i i ee n vi r al t) an a[ I e rn ate forin at, i e;Lse C-0 n I act the d e. p., Lrt n w n I at 60 9 - 2 66 - 3 15 1 or M' 668 -264 - 8 7 7T r1j," " 1) 4 V. Iq "'o I I elt'ng' Inr Conducted by: Schmitt & Sons Excavating, Inc.. Thomas J. Schmitt, CST 227429 586 Valley View Trail Somerset,Wl 54025 Rhone: ?i 6()-1 97g Date �.- Of Backhoe fait A Bench Mark 1 El. 1 00,00' Top of 2" PVC pipe 0 Bench Mark 7 El. 99.0' Top of 2" PVC pipe Slope= 12% Scale 1 "= 60' Contour Line Et. 99.151, ,qbx 6 fO PQ5el .' &0-0 Ref 2131 Page 3 of 3 Conducted For: Name: DCCI Investments, LLC Xdd ress: i "S Hwy 65 City, State, Zip: New Richmond, Wt 54017 Subdivision: Meadow Ridge of Troy Lot No.: 44 Legal Descniption: SEE/4 SEI/4 S I7 T29N R19W Township, County: Troy Township, St. Croix County Contour Line Length 1006 MEADOW RIDGE CIF TROY FIRST ADDITION VICINITY MAP . © 1 n LOCATED IN PART OF THE NWI/4 OF THE SE3/4, PART OF THE NE1/4 OF THE SEI/4 , PART OF THE SE1f4 OF THE 5EI/4 AND PART OF THE SWI/4 OF THE SEI/4, OF SECTION 17, T29N, R19W, TOWN OF TROY, ST, CROW COUN Y, WtSCONSIN, MpT TQ se aek£ ac 1. � E Mam mmm Lim Lill .� *i *ftl�, ``�. 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I J I - - - - - - - - - - - - - - - - - - - - - - - - - JT - - - - - - - - - - ra, a- n ---------- i ---------- ------------- 4 woo CA-umw Ell 1804 mflDC.AD OW-ruic DISRN—C—W1E DESIGNS INC. OF MPLS. 77 ]ZAndrawa Road Ten Erot. 102 H..,w 8, UL=moka Wm 152-139Z-3"5 ITHE PLJ.$M FLPWSHED HEFENTH afff PREPARO UM RECUEST &T DRAFFMME31 7M AM NOT PM5TEM A"XCTS On nwmowKL IEN- WCEFM 11MMVE XgaM M ARMES PO ��510&m " MMMKOLL CH DnHNSENAL MONS; CA OLOMM rfff WN'r- OME31 VdST Wet" Norm ou" VAVA-nam ECCUO14S A'M FTC" PLANS MM NDO" CILSYNCITkA DEWNS IND. OF ANY URNS OR OWMMS Pm P=@LE MMIC14aw r" '01 TO pwr .. . & Ku HOLM" D3wpukma or ms Km 191H APPLKA� BE Ow KQv#1vdwm 1K Igu[:Tlm AND APPUCAT" OF COAACT STNKTUFLkL UATMALS IS IM9 FESPON30UTT CIF tHr KRDM THE MM OR THE PLAN& I Associates Muhlenpo & low TmRE Ham WOODBURY, MR. 55129-4260 M U jw" h le n RE p R 0 612--840-4654 CMTRXM FMOM T)r PE�H� DROLM= JC D=S%M ARE THE CDFITC04TED W.A"AL OF LA"D4POH it Fm pokms AAy w Cora OR WIRMT ARTFEW CONSENT, K f. : 0 WAAkkNM AMR OdIdSIQ W KWU06 FRUL SM PJP %IYJFY StRumoku. bubdKKIL KC09A71w AND COM COLFUMCE [ISSUE 79ATE-, 06��-13-23 _10_2 -10-23 RPOSIONS� (18 3 BECK 4-SJUSP PORCH puj�KN& Lw PER tTIEO- FOP a or VALT jyAj-T Cr PLATE Igo vm Fv ux DINING ROOM 0 TGPL— 10-0 13hr3l=3 VA' Imp. l-t'r PLATE "l-ves le-5 Ile W4 1141 w = PAO TOP * 0 F LvR I Y-a n-ATF BEDR00mis y aa ,y c4a cwEr 2A� LT .. zw --4 iA Q FREE V-6 VA. --4 l/r r *W � ll-� upm.R's Id aBl LyFl, GRUT ROOM TN?, I OWN.9.U'STU" w abBATH Lw- f4at TLI! 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G5,337 THE "S FURAMED 4434EWTH ww PRWXmD upm onm&51 El &%MTsiM *C ARE NOT RWSTWo WCHM 75 OR PRMEMERAL EN- c*=T. 019mKTIVE QUM$ bm MwES NO 192FCMMMY FM "& 0" �;==m% owr- RAr[QR Pol" 0-HER Ntm vuwr 00 %AKK ALL F*M� af&9-% MYews h10 Flom KA" m* jmT" Dmgrs LNP- Or kff ORMS OR OOAS%M FOR FIMMEU =ffWN)N5 mm m Frml or colmnwmm '10 wAwuj4Tlf!, ARE EMU= DR iu FL101 RitLL,�M DY*tWrCE *r DO NM WTH APFUCARE SUMM WOE REaummOM 114E MUCTIN AwD APftKAM�M W MIRKT IITIWMILIL 15,MLE Ffs-CNNUTT 4nr THE OL%DM THE MIEN OR R. MER 01 nwsE m" CV) ko (J Do a, IMuhtenpoh & Associates ICS84 THONE RW W01)(MR1, 4W. 55129-4260 612-M-4654 1 awhIonpollw=6odcom vvm:Kl "ThM THE 0��rr� DMCR% DRAMMS k bl[TAXS =M AM THE OWO.VirM WAMaAL Or UW4EKPCH A A39D3 TES, 90 PUMMSMAY BE W4M DR KE- PROOKED VITHMI VRn'[M MUNT. 0 IfAmvims �K Ea%msm CA muVEu. nNAL u5EK uu&f wffaFY MM�CWRAL, DUEWK*W- KQNAthW ISSUE ISSUE DATE: 06-13-23 REVISIONS; 08 -tO-23. I I1" WOI� GA g6k�J• C47w, W14-#4 EAM W) IA" sq. 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EEE ezw= ON ,TvJLL k raP Cr I i � I ' t FLLJ+DhTl9PJ Ez" j I .---_........ --------- - - I j a) iJNd3JLLAVAT D F¢ ! I I I I I ' j I Ld i1101wAJ- fro. i °� i i F PIidV1G'[ #• M IJ3XEI I I Elm TOP GF FOP- 1 I I 9-tr #iW PARPp 1 1 CC,16- WALL ON IL I •- I 1i"SIS" ne. -.----------- ------------- ----J I k I # IilE11 P#ARl1� rzmo- �' M {{ PRAM �. -I ___.._ ___�____ -- J I FRO7 Vv1LL CN lj;-w Fro rFlc)gr W L M L6W r=rf7 I I FFZ?i F- &" IMEROR LEPOE P'ROME a-- HTIERM LP.'POE I ! -&r ft" Mow I FRLPPED 8" FKLhi TLT' Or rtV. ETRl S' IYrN TGP G$ ice- I I ezm WkL ON 1 I ! ww FTS- � I I-----a----------------_-----� I F13iE I HlE:ii PLIpzpIf ----------------- ------------------ - ---� L-----[ i------_-- z Ifs- Ia-a I!¢' 54'-6F LOWER LEVEL PLAN 5-d" HIGH POIRlw JQf '- WAI-L GN liw FTO- AUTIMAd MAFTPIO MM BF. DISTMCM DESIGNS INC. OF MRS. 16116 I,nandr. B6a8 Trut BurmTJllm, Uk= LgL 56" �'��-l108-96G6 FHE PLWS R11TW9� fEIEWTH g wvZ& PAEPA= UP4H l to" 9Y 0KA"SWIN Tap Alm, HOT AEOSTP7EB a ueanccTS CR wu EN- anm7s. =w cm K c,. H. A.�IYES NO BEYYN9BGM RECEIVED rnB 5,�1�� ax p Wp19pH7! 2< rw Sf rR AL W C TWE lWL � AAcroa iW�oLUH r»*+la IT�r �Qefv EEPYA11 0 ffrFY FT3 FH4 RE J(.� r(� Yf� PE+YHS AMB N07FY faSiTlC714E cum"s rim F05m i mumwa Pfil w a irrimwr;m Cf ousmWISMm a H4 WAIN=o S dNE uw vID Tw BI Il mm Nd.I1BPT0 GAD-If mml CF a PUTT 'M"M M Tim: W caw r�K"llTT s nx s r smn anA r�...(�,�y �j'%� p •. ,512 P rx af&vl0 sT7auc77 a, B Ci OI cou Tm vv �19 {$ THE aA44dM Tw CF " THE . TIOE da% ER 71E fV�1E'Ti u3Ett 6F 7MF3€ P91M5. V- n D4 0 n w Z FUS0 1E9f5Q0h $C Associates iF1dtJI �T URY, MN. 551e5 4?15o 8441-4654 npolTtTasac�o�I,cTarnOTT Ir07= 7YE [%7kIfPF%E 0WVR NTEL UASH TERAL APar a ASSOMTEs.RON5 MAY BE GWPIED OR Ri-= T11HW1 79TTIN �p715ENT. a7tAWBEs AAE. E;�RF�Eb 0US0US0 WUST Yot"TORA. ETWENs9HK BECOU11WE Ago cm C*wIlkirm F DAfiE: 46-13-23 ONS: R6h�7° Kra PER PLM ~� 900 TFUSSES ff X4" Dt, ASPHALT SHW-F5 j5p {iCJ FT o FEiT v" Ron= Hamm w/(,LIPS PFMM WA -cur F�_W W Ae FM - AT WALL~PFERMTWWt YPYJf PAZRM 3-49 WSW AT;CN Sr rru rr& r cup W10 & � Mr. w� PLAN d MLL PPLY Ifx" pro } fW, pp. h U 9u i rA5r A w/zw �--ZK �rs [7GI C{ E 2]+k TGP PLATE ZX4 LOaR 6f 5 — • kdMT1h1(t5 SaTir vFarrs & TRV,& A KILL FKLY q — M`FnlGii � ToerJL �QfTRAT1iTh7`r. _ ocrffu i rrlm TO De W5rAlw f>Y Gi.« RR "EA- LCM M I'N15k1 A5 PI.•1t KZVA7M M'" ALL VCCRS, Wvm d. tm TtG T/Ir ast- 'G-EAT M VA 13 t a I.�OIh iz-6 b?gLATZN (MP+1KM} RM MAP PER SPE56 IV4' TAAr aV rtic R se my PL TIRI1e VS A ' dG. �[ TRLRTEP M PLATE Wf -K FOAM 511, St=A_m ff ERILE VARE6 P F'ROY�i � GT PfxITA+E f PRAC4A€f_ FFZM FtJLP9+ na4 VA TGP PLUS -f , ORiPe LI F 1L rROM 6A6) I . W. LLO rl. fL ,i FaRU9 rc7Y.. w7r 'T-P UN4 L • '1X4 ollD WA:-- ZOF149 PER £�Y F f W�ILetTION���_ �` �,' Rb= IN rme F.h'rN Ml OAUM SY6RM PER LackL ccPEs •I. I• f 7X4 TKEATI V FUTP j A' 6aZl a4 a45t 1 9EAEP VAPM PARP"R �r PRAll RZy •p 6 h 6r'Av rA PER Ftm 4" PERF PVG, VRMI FT TQ G.UmF TYPICAL WALL SECTION 11293 -19 -Cf} U4 RRR1d Ail1d HEM ROOM Vi' ilovGid tJl k ow"R'S suers OFFICE COVERED HALL PORCH DIRNME UEMNS INC. CF h�PLS. I*" KQA"dT.— rtond W.d tRlTfte Leu mun"WIN it4nneaaln 46537 P62r8P®-�Gd6 T HEPLANS ft"As 1m HMWd PMFARM WKM KMMT Ff Tmou1 iiM AM HOT KOstTAEO NO3 OR PAOFE59QIM 01- ERS CISTPICPIL vPT QT% H1: Wm HO HE�i981-rry S TtPRPL Q "EN90Nr1 ORS ON VA52 1M THE OOITr- ItIR rwo OWM MM WEFWY carat MUM PETAR xnuq MtnONs AM FLOW ms W r- ilK tJll' rthMR5 CA MS FiR P9S9BlEM LO SfAFrF ¢ CQ{SIROCT@LYAMIMVU ARZ EXPAf = W 14- dtiMMW OMMiNur OF M9 NTH APPtIC191E MUM OWE R WDfM Tit SELFCWH ANT LKATM OF wwEcMALS E TRE RESPCES Urf OF OURm6 TfE owl a aR THE OF T16g PLANS. tr 6q. woo I ! I { k i l 6 I L—J— -��OPff �T —L—�----------_-- f— l 1 T LL_.__----1-----1-------------- WWP pRAO 6' FR,EzE le elaourmR rVARP & PArr. 9 iC L--------------------------------------- I r-----------e------------------------- LEFT SIDE EL lVA TIO I 114 — ,_ „ ST, CROK COUNT' GDD CYAPP & pAlT_ O 6C 4L. LIP SFW FER fTFF56 -brae Op RECEIVE. l SE 1 I Zu,: n GRO IX COUNTY CDO FInG MI-Sa£ jjMGM Road Wakt - to 6fi;13i -9666 I PIAIS IZELN15Hm 137dWTA FRIEFAM UFCW WRJEM RY rr SdH .N6 AW IIOT RMSTTRED DT.DTS LR FFtCrElSD ft-EN- iWr µsT++cnaE earse+[VES RO RES-MFFJT7 SERtlMAAN oR oiiIDwcftJJORS 0& OY53OLPS THE V7iTTOR !jg QWh3FH NVST WFJWY bfilE 111 NOBS, 13EIAF$YATOM WCTUIf W FLO R Hq AND NDTVY B5TWCT11EbdIS PIO. OF INY FTRKM M SS"S FDR PbS9W DDFRLVn0 S 10 srfaT OF 0mTwlSn tWARUNTES ARE Er FREN9M FRR 04OLUOM CQIaf'LiAKU W T145N 7{TH APKPZRE -F OLWIRM CODE unETaorT� h1E s€ueI-UGAT FF DawmY svmwTuR M&S IS TIIE RE3'OFISOEAT CF BULDER. THE ARFER DR THE F hlenpoh &sociates4 THONE WODOUAY. MN. 55129-4264640-4664Fhpohos5K*uulx"R61T M13UM TFE DDNEiF IStlY. GRAWdI# # 4E7M 91m: ODPYTaF1im YATmAL CF+ a. ASWO lE7oriam VAY BE $R RE+ULED WMIOW NtlTWH O�lF,FARIHnm ARE E3 ERILD. FVIAL USER MIST WR"TkR OOIEj%vLv- DEW"ir.E OCCE OCIlTA4FCL ISSUE DATE: 06-13-23 REVISIONS. 08-10-23 Kevin Grabau From: I I iiTiot1,iy De YOLJI ICJ <-timd@countrysideph,com> Sent: Moi�day, September '1 '1, 20?3 8:09 AM To -. Kevin Grab Subject: FWd I -louse plans - Lot 44 - Meadow Ridge of Troy Attachments: P riellp p 8.1023 - permit copy.pdf This email originated from an external source, Verify the legitimacy before clicking links or opening attachments. Here you Kevin. Q!s please let me know. TIm DeYoung Countryside Plumbing & Heating 321 Wisconsin Drive New Richmond W1 54017 - D ■ 9 , W1 Master Plumber #664713 MN Master Plumber #67708 From: PaUI@COUntrysideph.com [nial Ito, pa uI(Pcou ntrysidepll.conl] Sent: Monday, September 11, 2023 7:36 Alil To: 'Tin-iod'iy De, Young' Subject: FVV. House plans - Lot 44 - Headow Ridge of Troy F ro m: Kev 1 n G ra 1� a i i < Ke,,vi nk G ra ba u @scc ly l> Sent: Tt..iesclay, Sp_[�ternber 5, 2023 2d-58 PM TO: Paul 1<00,111cr <p-clq�Louj]'Lr ' ysiclevill.com H> Subject: ouse plans - Lot 44 - Meadow Ridge of Tray Hey Paul, Do you have pages 2 & 4 of the house plans for LoL 14 of Meadow Ridge of Troy? I have paq- es -1, 3 & 5, so rnaybe 2 & /1, v.jere on tlie. backsides of the other pages-� I ni reacly to issue this perrnit once I can check those pages of U. house plans. T [-,i a n Ics. Hope YO Ll 1--i a d a great wee k encl. l(ev1*n Grabau I Community Development - Land U�;e �1'111-rirmetr 1101 Carmichael Rd Hudson W1 54016 Kevin.Grabau@Dsccwi.gov 000- 430toCRoIx COUNTY 4� aim N08..bs1zgc qj? Wv6A&1J-r NSFF 1`: F W 4L PREVIOUS NO. OWNER e-oxL'a,N�'esrw�.��rrs su-nnIVISION CHAPTER 145.135 (2) WISCONSIN STATUTES (a) The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. (b) The approval of the sanitary permit is based on regulations in force on the date of approval.. (c) The sanitary permit is valid and may be renewed for a specified period. (d) Changed regulations will not impair the validity of a sanitary permit. (e) Renewal of the sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. (f) The sanitary permit is transferable. History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314 Note: 1f you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. rA .... .... . .. ...................... . . ........................................... .. .... .... ....... .. ................ ....... .............................................................. ...... . ....... .... ... ..... 1 ::11 M.Wi� 1�1 Man. ... .. .. .... SBD-06499 (RI 1/20)