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034-1072-40-030
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 561072 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: Village X Township Parcel Tax No. Ryan, David P. City Springfield, Town of 034-1072-40-030 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: 41-15r 32.29.15.485A10 TANK INFORMATION r ELEVATION DATA TYPE MANUFACTURER V CITY STATION 7 BS J HI , FS ELEV. Septic & Benchmark cl- 75 97: 5 /ZS6 L-e,: is j 0a, 7e6 Dosing t Alt. BM v~ B / ( 2w : s a r L z Aeration ! r Bldg. Sewer 9 - D 9-f lev~e.a i?s Holding St/Ht Inlet 7. TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent Intake ROAD Dt Inlet 7-37 Septic > /64 / G 76 Dt Bottom Dosing / l Cl Header/Man. Iy~ J2- t -7 J66 Aeration Dist. Pipe 15-43 Z , 1 Holding Bot. System ` Final Grade PUMP/SIPHON INFORMATION t Manufacturer DeP nand St Cover u OJ 3 ~L Model Number 1 In 7- 6 q ,75 /25C> TDH Lift, 2? Friction os~~ System lea ~5 TDFj 'Ft Forcemain Lengt / Dia.zi/ Dist. to well I SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Tpfi es PIT DIMENSIONS No. Of Pits Inside Di_. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION A ---;I ~1 CHAMBER OR TY J UNIT Model Number: p: DISTRIBUTION SYSTEM Header/Manifold N Distribution x Hole Size x Hole Spacing Vent to Airlipe(s) 3 Zr Y /7 r- Length~_ Dia /5 Length Dia 7 Spacing ~,54 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 I Bed/Trench Center Bed/Trench Edges Topsoil 1 Yes [E, No Yes No COMMENTS: (Include code discrepencies, persons present, et.) Inspection #1: / Z' / Inspection #2: Location: 674 290th Stre Wilson, WI 54027 (SE 1/4 NE 1/4 32 T29N R15W) metes & bo ds Lot Parcel No: 32.29.15.485A10 1.) Alt BM Description = ~r~)~ 2.) Bldg sewer length = - amount of cover = r1 Plan revision Required? ❑ Yes ❑ No Use other side for additional information. _ Date Insepctor' ignat Cert . No. SBD-6710 (R.3/97) ~n -4- 4f 6 r ! J _ID izj ct~ ~ Ld fewirgaet Safety and Divisiaa Cauna 201 W. Wt Ave., P.O. Boot 7162 t:i!Lcq7nsin Maif6son, W1 53707--7162 Spry Pernik Plumber (to be wed in by Co.) ry Permit Application Sure Tiawetiou Number In accordance ij 83 ig. Adm. Code, submission of drs form to the appropriate NDVe.MMCntal Z 2 suit is Ir to . sadmary perank Note Apd for aato-owned POW7S are Project Addeda ( O submitted of ' Prrsoael W YOU provide may be used for secondary a,°t~ V'ga in yr & on Privacy lawn s. 15. ten Stan. S~`~' ~ J~ L A tion hI neudiew - Pk m Print AH wwwatiim c t ,7 Property owner's Name `~G(.~`G~ 1 Pares d b O b , lv Property Owner's AWing Addriss qy Prem4f Low 93,'97 CLtrCS ver el 09,217 Leit III ber cuy,state Q zip Co& V, Section 3a • eade sae MennMnr%x, LY1 5 4Co T (99 N; R E oet IL Type of BmWing (d;e& aR that apply) Lot 11 :FF 3SddiviaiaaNaene - -7 )i6 or2 Family Dwe3lirrg-Number of Bc&ooms . - hog ❑ State Owned - Describe use (3M Number ❑ VW¢ of X III. Type of Permit: (Cbeck only me box em One A. Compile Foe B if appfiCabte) A. )(New System ❑ Replaccruadt system ❑ TmoncudHddirig Taak Replae®ent Only ❑ Other Aim to B System (-plain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Clamp of Pl®ber ❑ Permit Transfer to New List Previous permit xumh8r and nee Issued owa 1 / IV. T of POWTS S twevica Check A due \fflv > It is Maud <?A is of awabk soil ~irr a ❑ Noa-Pressraized 1a-Grormd ❑ Pr=rrraed Ia Gao~md ❑ At-G=& ❑ Holding Task ❑ Camlwnert (ems) ❑ Aeuratment Device (eaplam) V. DW*rwVTr=tqp&t Area Infirnati x Demp Flow (W d) Design Sort ANbcabca Rate~ Dispersal Area Dispersal Area s system Eltvaton o Co OO 1 00 O VL T=k We Capacity in Tatci #40f Mauer Craikos Gallons Units V e New Taub EtisdegTiwla n C c a ig Go 060 SepatarliaidmgTaek '1 (j0 0~ Qu9s `orlG X DosingCh®ba X '700 X VIL StManest-1. rie I etibe POWTS st awn so the al adwd VhmL Plumber's Name (Print) 's S. MPlMPRS Nomdwx 1lusoess Phone Number ~s 'br K 05397~ ~11b-a~ -73~ Plumber's A&Iress (Sar'ek C*. Slate, Zip Code) V311L use Only Approved Permit Foe Date Issued 1..J'9wl~r ~ Rea~'Fa' Denied s l.Z5• Given .5iy /3 UL CondiffAw of Ap~~ for Diapp meat Wee SYSTEM OWNER: 3~ Le:~`on5 iIL S o•Q q,fEr 1. Septic tank, effluent filter and - dispersal cell must be serviced / maintained/'5 as per management plan provided by plumber. ~~/G 2. All setback requirements must be maintained P~e ~iGS G.~f« n as per applicable for the system sad sabaft the only a paper am bss t1um8 V2 z 11;ums Y!. a j nt ,v1elt. A, /6, OCR Z F P SBD-6398 (R- 02/09) Valid tbru 02111 o` P ~ Doti EST DIVISION OF INDUSTRY SERVICES 10541 N RANCH ROAD /o' HAYWARD WI 54843 I3 r D $ Contact Through Relay P S K www.dsps.wi.gov/sb/ 1 t w www.wisconsin.gov '`~ssro-4X Scott Walker, Governor Dave Ross, Secretary April 30, 2013 CUST ID No. 253976 ATTN: POWTS Inspector LEWIS C BJORK ZONING OFFICE LEWIS BJORK LLC ST CROIX COUNTY SPIA E7818 CTY RD E 1101 CARMICHAEL RD MENOMONIE WI 54751 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES, 04/30/2015 Identification Numbers Transaction ID No. 2237779 SITE: Site ID No. 790355 Dave Ryan Please refer to both identification numbers, 290TH St above, in all correspondence with the agency. Town of Springfield St Croix County SETA, NE1/4, S32, T29N, R15W FOR: Description: Mound, 4 br res CONDITIONA Object Type: POWTS Component Manual Regulated Object ID No.: 1425581 ~~~ppp OVET Maintenance required; 600 GPD Flow rate; 18 in Soil minimum depth to limiting factor from original grade; Sy SSS Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01101, R. 10/12), Pressure Distribution Compon - AF Ver. 2.0, SBD-10706-P (N.01101, R. 10/12), SSWMP Pub. 9.6; Effluent Filter PROFESSIONAL S OF IN STp The submittal described above has been reviewed for conformance with applicable Wisconsin Admini es and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be construct and located in accordance with the enclosed approved plans and with any component manual(s) referenced abo The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all cod requirements. SEE CORRESPO i No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Key Item(s) • 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 component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • Care must be taken to preserve the bench mark during construction or establish a new bench mark with the elevation set to relate to the original bench mark. Reminder • The float switch shall be a type that does not contain mercury. 2009 Wisconsin Act 44 prohibits the installation of float switches or relays that contain mercury. • The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle size. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the effluent filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. LEWIS C BJORK Page 2 4/30/2013 • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per SPS 383.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of SPS 384.10. No fixture, appliance, appurtenance, material, device or product may be sold for use in a plumbing system or may be installed in a plumbing system, unless it is of a type conforming to the standards or specifications of chs. SPS 382 and 383 and this chapter and ch. 145, Stats. • Maintain well and waterline set backs per SPS 383.43(8)(i). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Patricia L Shandorf POWTS Plan Reviewer, Integrated Services WiSMART code: 7633 (715) 634-7810, Fax: (715) 634-5150, M - F 8:00 a.m. - 4:45 p.m. pat.shandorf@wisconsin.gov cc: Charles L Bratz, POWTS Reviewer II, (608) 789-7893 , 7:45 am - 4:30 pm Monday - Friday Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Industry Services (formerly Safety & Buildings) will be modified. Code references with prefixes starting with "Comm" have been replaced with "SPS" to recognize the relocation of the Division of Industry Services from the former Department of Commerce to the Department of Safety & Professional Services. Additionally, all IS (formerly S&B) codes have been renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. LEWIS C BJORK Page 2 4/30/2013 • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per SPS 383.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of SPS 384.10. No fixture, appliance, appurtenance, material, device or product may be sold for use in a plumbing system or may be installed in a plumbing system, unless it is of a type conforming to the standards or specifications of chs. SPS 382 and 383 and this chapter and ch. 145, Stats. • Maintain well and waterline setbacks per SPS 383.43(8)(i). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 K-1 Fee Received $ 250.00 Balance Due $ 0.00 Patricia L Shandorf POWTS Plan Reviewer, Integrated Services WiSMART code: 7633 (715) 634-7810, Fax: (715) 634-5150, M - F 8:00 a.m. - 4:45 p.m. pat.shandorf@wisconsin.gov -r.a.. cc: Charles L Bratz, POWTS Reviewer H, (608) 789-7893, 7:45 am - 4:30 pm Monday - Friday Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Industry Services (formerly Safety & Buildings) will be modified. Code references with prefixes starting with "Comm" have been replaced with "SPS" to recognize the relocation of the Division of Industry Services from the former Department of Commerce to the Department of Safety & Professional Services. Additionally, all IS (formerly S&B) codes have been renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. Y T i MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Commercial Application INDEX AND TITLE PAGE Design Project Name: Dave Ryan New Mound Owner's Name: Dave Ryan Owner's Address: 621 River Heights Road Menomonie WI 54751 715- Legal Description: SE NE 32 29 15 West Township: Spring Field County: St. Croix Subdivision Name: CSM Lot Number: NA Block Number: NA T-Y Parcel I.D. Number. 34107240030 ( AMD Plan Transaction No.: -RViCES .Y SERVICES Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications (~CE Page 6 Management and contingency plan Page 7 Pump curve and specifications 2-5 -17 Page 8 Septic and Dose Tanks Page 9 Plot Plan Page 10 soil report Page 11 effluent filter r ,'t s I~~lh~~5 ner -Lewis Biork License Number: 253976 Phone Number: 715-231-7375 Date: 04/24/ 3 ~t~A~ Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01/01), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01) Version 7.0 (R. 03/2012) Pagel of 11 Y li Mound and Pressure Distribution Component Design Design Worksheet Site Information (R or C) c Residential or Commercial Design Note: Sand fill (D) calculations assume a 400.00 Estimated Wastewater Flow (gpd) Table 383-44-3 in-situ soil treatment for 1.50 Peaking Factor (e.g. 1.5 = 150%) fecal coliform of - 36 inches. 600.00 Design Flow (gpd) 10.00 Site Slope 100.00 Contour Line Elevation (ft) 15.00 Depth to Limiting Factor (in) 0.60 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 100.00 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point _ in the distribution Y Pressure Disribution Information network? Enter Y or N (C or E) c Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation ft) 4 Number of Laterals of the highest point. 0.188 Orifice Diameter (in) 3.85 Estimated Orifice Spacing (ft) = 11.54 ft2/orifice 2.00 Forcemain Diameter (in) 30.00 Forcemain Length (fit) Does the forcemain drain back? Y 95.00 Pump Tank Elevation (ft) Enter Y or N 3.25 System Head (ft) x 1.3 4.89 Forcemain Drainback (gal) 6.33 Vertical Lift (ft) 90.38 5x Void Volume (gal) 0.74 Friction Loss (ft) 95.27 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 34.08 System Demand (gpm) 10.32 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x x 1.25 x 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons/inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1400.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Lewis Bjork LLC Manufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 1 700.00 Dose Tank Capacity (gal) Bear Filter Manufacturer \ 18.85 Dose Tank Volume (gal/in) M13-916 Filter Model Number JJJ Lewis Bjork LLC Manufacturer Project: Dave Ryan - New Mound Design Page 2 of 11 Mound Plan and Cross Section Views 1A0 B Jl . . . . Observation Pipe Q K 4.•..•.:•:.4.•..4.4.4.4.4.......4....4•...... ;.4..,.4.......4..,:...4.4...:4..,..,:.,. :4.4:•. 4.4.4 - ;r•r•r;?•r r•rti?tir•r•r•r•r.r•r.f•:• •'i•f ?pr.r•r•r•r•r•r•r.r•r•r•r•r•r•.••r; r;r i•r•r•r ti 4 4.4.4. 4••.•• 4•• . 4 4••.•4 4 ' 4••, 4 4.4.4• A f:rr/~• f.f.l.fr:f 1'f:f:f.' y .t f'f f f'f f'f 'f.f.f :•:lff:f ' f.fi.f. :1.4.. t~.+..4.4•.•1.11•.•i•:J ,•4•:.•:•:f,. •L%1:.•1••.•,'.•,.•,.•1••. 11 '1' }•r r r.d••••.'•r d•r•f•r• °jSi :I•r.r.r:f..•.r. r. r.r.r r.r •:1 •l'J :r; 1; J'•:...1' 'S • 4.'~.:,:.,.4.'..4.4.4:4:...:..4.4........ 4.4.4.4.4.4. • 4.4.4. ti N ti. . . 4. r•r•r•r•r•r;l•d•r•r;r•r•d•r•r•r•Nf•hr•r•rr.r•r•r.r•r•h;•r•r•r.r•rY•r.r•:•l~ ?~r'•tY .•-~.4..,.a,..,.4•.•4.4••,•.•4.4.4••.•4.4.4.4•°.•4.4.4••.•4.4.•,.4.4.•,••,.4.4.4.4.4.•..4.•. .4.4.4• .4 W ....r . . . . . . . . . . . . . . . . . . . . . . B - • • • • • • • • • ' • • • • - - • • • • • . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T . . . . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L Mound Component Dimensions A E6.00 ft E 25.20 in H Aft ft K 10.78 ft B 100.00 ft F 9.50 in r ft L 121.55- ft D 18.00 in G 0.50 ft J W 26.98 ft 600.00 (ft) Dispersal Cell Area 2053.57 (ft) Basal Area Available 6.00 (gpd/ft) Linear Loading Rate 10.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 103.29 (ft) t .riiiriirrrrir 2 rirrrriiriri G IH F 102.00 (ft) Lateral Dispersal cell 101.50 (ft)-♦ - Invert Dispersal Cell : Elevation D s KK ,rr:c .r✓,1.1:1.t~f.4.1✓,11 .~1J,1J✓i`i✓ ~~il✓J~ J~.~~`''` .l.t`4' J. slt'111.1.1111~' 121?/111~.r1c'1r11t<~/ 1 t1l s'-;~1111~1~1 1211<''1.<•11 1~•~~l1~?~-1L r r.r 1'1..1 /-C-r-1✓,/1~'' ~C~'•1,/ ~,~.~,1~ .C .~'-1 ✓.1,..' ~ -!1.''.1.1,C,<'~1,1./✓✓✓.r..~.~.? r +[Sh1~14~:C4~111.1 4 1.1,t'.colt.ttl,1.J.1,1,1•.~~.1,tt~1..1.1 ~.1,1,.~>~1;~._A.a'~i , 100.00 (ft) Contour Elevation 10.0 % Site Slope Geotextile Fabric Cover Shading Key o Dispersal Cell See lateral details on Q Topsoil Cap o ° 1.5 ft ;,•4`44.4.4` •4• •`4.4.4`4. Page 4 for number, size, rr r•r r•rrrrrrrr Subsoil Cap "i 0 s •r{?''~'' and spacing of laterals. F21 © R ti ;:r+r:r+r+ ~r` Laterals are equally ASTM C33 Sand •6 a i •:r,:r; ' •r• •'r:r~: r F spaced from the Tilled Layer m 0.5 ft typical Lateral 4,4•. •.r; ;•r•r•r w tia••.••.••.• distribution cell's ;?gf'f'?'r'r'r'r'?%r'?^?~?~?' r r.:.r A re ate of •r.::} }'tf :Lr: •t}:r:r:r:rr Q 99 g o i- . 4+ centerline in the * A } distribution cell (AxB). Project: Dave Ryan - New Mound Design Page 3 of 11 Center Connection Lateral Layout Diagram Faro? main oor"rearion via tee br seat, to, rr.v"4 at Wr q po t: LsteraFs are wtrao a Aw- l P i= Turn-uprd bolivehreor J<-X--*JFxl2 I xl2i~ UwWals &force f ain Sch 40 PVC alssnoutptue per SPS Table 3$430-6 Holks OiUd art tha bottom or"ia coral. Number of Laterals 4 Orifice Diameter 0.188 in Lateral Diameter 1.50 in Orifice Spacing (X) 3.94 ft Lateral Length (P) 49.25 ft Orifices per Lateral 13 Lateral Spacing (S) 3.00 ft Orifice Density 11.54 ft2/orifice Lateral Flow Rate 8.52 gpm Manifold Length 3.00 ft System Flow Rate 34.08 gpm Manifold Diameter 1.50 in Total Dynamic Head 10.32 ft Forcemain Velocity 3.48 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical aL6 EC 300 and SPS WAC 4 in. min. Disconnect Tank component is properly vented Alternate outlet location Forcemain diameter Lewis Bjork LLC Manufacturer _ 2 in. Capacity 700.00 Gallons Volume 18.85 galrnch A Weep hole or anti- Dimension Inches Gallons B siphon device A 22.08 416.23 B 2.00 37.70 C Pump off elevation (ft) C 5.05 95.27 -f 95.67 D 8.00 150.80 D Total 37.14 700.00 Dose tank elevation (R) ~I Bedding un er tank. 95.00 Alarm Manuafacturer SJE-RomBus Note: Switches Alarm Model Number 520-002A containing mercury may not be used in Pump Manufacturer Zohler this system. Pump Model Number 152 Pump Must Deliver 34.08 gpm at 10.32 ft TDH Project: Dave Ryan - New Mound Design Page 4 of 11 Mound System Maintenance and Operation Specifications Service Provider's Name Lewis Bork LLC Phone 715-231-7375 POWTS Regulator's Name St. Croix County Phone 715-386-4804 P- ~ l System 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 1400 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 ears Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test monthly Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once every 3 ears Other Lewis Bork for Pumping 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 mound component manual. 2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm. Code. 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 Tum-up Detail Finished 6-8" Diametertawn Threaded Cleanout Grade 435 Sprinkler Valve Box Plug or Ball Valve Distribution . Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Dave Ryan - New Mound Design Page 5 of 11 Wound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01 /01), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with SPS 383.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The fitter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the fitter shall be serviced if the alarm is activated continuously. Intermittent fitter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1 /3 the liquid volume of the tank. if the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shah advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent fitter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD5, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BODS, 30 mg/L TSS, 10 mg/L FOG, and 104 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, purnp controls, alarm or related wiring becomes_defective _the_defective _component s) shall be finmediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired. or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. EFFLUENT KEY CODES FOR ZOELLER PUMPS BN = w Float In Box PUMPS M Auto Float Attached (vertical) N = Non-Auto (manual) 'PUMP !O. _ E = 230V Non-Auto (manual) QVir!/TY PUMPS 7lNCE /939 "FLOW-MATE" 98 Order # Model HP Vol h Tye Description List: c ZBN98 BN98 1/2 HP 115/1 Automatic Cast Iron 1/2" Solids, 1-1/2" Disc. Tethered Float (15') 358.95 ZN98 N98 1/2 HP 115/1 Manual Cast Iron 1/2" Solids, 1-1/2" Disc. 319.45 FEATURES: W HEAD CAPACITY CURVE The "Flow-Mate" is constructed MODEL "98" 1/2 HP BN98 of durable cast iron, carbon 30 ceramic seals and a non- 2s clogging vortex impeller. 15' Cord 20 APPLICATIONS: 1s The "Flow-Mate" is ideal for septic tanks, dosing, low 10 pressure pipes, large mounds 5 and step systems 0 0 10 20 30 40 50 60 70 80 "DOSE-MATE" 151, 152, 153 rd r MOdF_h HP Volt/Ph Type Description List Price ZBN151 BN151 1/3 HP 115/1 Automatic Cast Iron 1/2" Solids, 1-1/2" Disc. Tethered Float (20') 322.08 ZN151 N151 1/3 HP 115/1 Manual Cast Iron 1/2" Solids, 1-1/2" Disc. 281.16 ZBN152 BN152 4/10 HP 115/1 Automatic Cast Iron 3/4" Solids, 1-1/2" Disc. Tethered Float (20') 355.08 ZN152 N152 4/10 HP 115/1 Manual Cast Iron 3/4" Solids, 1-1/2" Disc. 314.16 ZBN153 BN153 1/2 HP 115/1 Automatic Cast Iron 3/4" Solids, 1-1/2" Disc. Tethered Float (20') 498.95 ZN153 N153 1/2 HP 115/1 Manual Cast Iron 3/4" Solids, 1-1/2" Disc. 462.00 ZE153 E153 1/2 HP 230/1 Manual Cast Iron 3/4" Solids, 1-1/2" Disc. 462.00 FEATURES: PUMP PERFORMANCE CURVE The "Dose-Mate" is constructed of MODEL 15111571153 BN152 durable cast iron, carbon ceramic 14 153 seals and a non-clogging vortex ,2 impeller. 20' Cord APPLICATIONS: e a K, The "Dose-Mate" is ideal for septic s e m tanks, dosing, low pressure pipes, mounds and step systems 4 5 o ro p b w ao ,o m so +a GALLONS ur~as o b e6 40 40 300 140 M 760 FLOW PERM M m.soer, 14-2 Ira) H lL L n co lC F 0 W 1O N . V n~ C O O 9 Q CO ~1 H n Q ar a a co co I- L142 j saFr • L1 MAL 0bRLT " omEr FILM L FILM 780 I 0~,p 780 SECTICMI A--A vurnwwr END VIEW M 9S0 sso LB 700 F&IM TANK SPEMICATIEW ! 4• FA3NFM 2 CON_ WXU 4' 1= I COI_ COVER "Awmaz 4•t PRECAST RISER ~ ~ OtAIET~ LEMMI 7r ma VaTs Xw RL DLU DMERTA 4r aRLET DAUdd'F. 3W 4.' 0 LEVEL) LOAMS BESM 8•-0' Ummll to Std. 9S ru rf~e PEY -VENTWAL-DCH- TAMIL FM M AS P WAEPTrAC MIG TANG. MM DFW4M11TM AVAILABLE CWWTs LEVU ) ~ilC 64D 780 PLAN VIEW TOP SLAB L E W I S B J O R K, L L C NOT M SCALE AUGUST 20' 2012 NDOOGE, VI DRAWN BY, JCP A 0 _75 N -T- a - a -Lo d J tD~ cb fr. 10-1 N f+ CL I,K 1EX T4 r~ -r SL- Plot Plan Legend 4" PVC ASTM D 3034.42"Min. Cover where snow is not removed. L`J 24" inside diameter concrete manhole brought min.4" above surrounding grade. Concrete covers chained and padlocked . 3 Precast concrete septic tank. 4 Effluent filter location. O 4" PVC ASTM D3034. 19" Min. cover. Effluent piping or building sewer where tank is within 30'. 6 Precast concrete dose/pump/filter tank. 7 12-2 OF-B Power conductor. 14-2 OF-B alarm circuit conductor. Both wires are UL listed A-2057 LJ 2" PVC ASTM D-2665 -09 Schedule 40 Pipe Force main. 4" PVC ASTM D-2665 -09 Schedule 40 Pipe Entering and exiting concrete tanks min 10' in length. 10 Carlon All weather pvc junction box. UL listed # A-241 11 Ez- Flow Cell treatment/dispersal cell 12 Inspection wells Page -A A Project t, Wisconsin Department of Commerce SOIL EVALUATION REPORT Page--Lof l Division of Safety and Buildings accordance wilt[ Wis. Adm. Code Co unty St.Croix Attach complete site r not less than 81/2 x 11 ¢ n include, but not Gmite ertical and ho ' ontal reference Parcel I.D. 2 percent slope, scale or dimension r Srrow, and location andYfF~i a to nea ad. > D 2 - Q 3- ,Q ~ C~print all information. Rev ed by Date Personal information you provide ma dary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Dave Ryan Govt. Lot SE 1/4 NE 1/4 32 T 29 N R 15 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Namelf or CSM# 621 River Heights Road - - 23.87 acres City State Zip Code Phone Nurnber ity []Village • own Nearest Road Menomonie WI WI 54751 ( ) 715- 290th Street S-ringfield New Construction UseE] Residertial / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ❑ Public or commercial - Describe: NA Parent material loess cap over sandy clay loam till Flood Plain elevation if applicable ft. General comments and recommendations: Install mound on 100' contour, Use.6 Basil loading, 10% slope in evaluation area. ADM= P1 Boring# Boring a Pit Ground surface elev. 100 ft. Depth to limiting facts 0 in. Soil plication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 `Eff#2 1 0-8 10yr3/2 sit 2fgr MVFR cs 2f .6 .8 2 8-20 1 r4/4 sit 2msbk mvfr cs 2f .6 .8 3 20-30 10yr4/4 c2d5yr5/3 sit 2msbk mvfr as lf/m .6 .8 4 30-40 5yr4/4 Free water scl Om - - - - - F-21 Boring # Boring 100 18 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Ef1#2 1 0-7 10yr3/3 sit 2fgr mvfr es 2f .6 _8 cs 2f -6 .8 2 7-18 10 4/4 - Sit 2msbk mvfr 3 18-28 10yr4/4 c2dyr5/3 sit 2msbk - - - - 4 28-40 5yr4/4 free water scl Om Effluent #1 = BOD > 30 < 220 mg/L and TSS >30:E 150Gng& ue = BOD < 30 mg/L and TSS 130 mg/L CST Name (Please Print) - - Signature CST Number Lewis Bork ie7~ 253976 Address Date Evaluation Conducted Telephone Number E7818 County E Menomonie Wl 54751 4-18-2013 715-231-7375 y l Property Owner _Ryan Parcel ID # 034107240030 Page 2 of 3 P3 Bori# 0 Boring ❑ E3 Pit Ground surface elev. 97.5 ft. Depth to limiting factor 18 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 1 0-8 10yr3/3 - sit 2fgr mvfr cs 2f .6 .8 2 8-18 1 r4/4 - sit 2msbk mvfr cs 2f .6 .8 ~b 3 18-36 10yr4/4 c2p5yr5/3, 10yr6/2 sit 2msbk mvfr as lm .6 .8 36-48 4 5yr5/3 free water El Boring # L1 Boring U Pit Ground surface elev. ft. Depth to limiting factor in. H Irv Soil App i Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 *Eff#2 Boring F-1 Boring # Ground surface elev. ft. Depth to liriting factor in. Pit Soil plication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 -Eff#2 II III Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material m an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330r at (R.07M) ` N a M ~ e _ Co. p 1 lllkomfo _ ~rµ t 4 f P J Bear Onsite Filters ANN" ML3 True Effluent Filters It has been fifty years since Bob Zabel was issued a United States Patent for an effluent filter for use in septic systems. Since that time, and especially in the last twelve years, other f. products have been introduced that are variations of the initial ~w - Zabel filter. All of these had something in common: each incorporated a. simple screen to keep solids larger than a certain nominal a diameter, typically either 1/16-inch or 1/8-inch, from passing out w . of the septic tank and out to the drain field. Some specialty filters followed, designed to retain even smaller- sized solids, from 1/32-inch down to 1/64-inch. However, most of these filters were maintenance intensive due to their single- screen design. With the introduction of the new MI-3 filter series, Bear Onsite, LLC, brings the first true filter to the industry. The MI-3 filter provides multiple levels of filtration within the cartridge to allow for progressive removal of smaller and smaller solids from septic tank effluent. By spreading the removal of solids over several levels, MI-3 filters feature a longer service life, while still ensuring that the drain field is protected from excessive solids. In addition, MI-3 improvements aren't restricted to the cartridge itself, but extend to the filter case, with a design that includes a built-in baffling system to keep solids out of the case, and a settling chamber to slow the velocity of effluent entering the filter cartridge. This patent- applied-for design allows solids to drop out of the effluent before ever coming into contact with the filter cartridge-therefore, increasing the service life of the filter. Finally: today's new, true filter design, competitively priced with the screens of the past! aka the System to Action Find a local distributor Learn more: Filter Function Brochure Filter Applications Brochure Product warranty information Product Installation & Maintenance Instructions State Approvals: sa WE Ali NE u r Oct-20-P-010 08:30 AM St Crain County Plar.Rnning 715-396,4686 gr~ ST. CP.M COUNTY 3EP W TANK kAINTENAfi CT- ACMEfMOff AND OWNERS CERTIFICATION Pokm +Owxier!@uyer c7W Mai% AMreM PIOPtdY Aft= 7Y 7srFtta+ca , lit is,& Zoning Dawhaw A r rmw cop*=dcs.? -SD 7 et a Idda,t€fk i WOgl.07l,-44W Propmy L n S E H, . ALE. V sac. 3vt , T M...N R_L W. Town of'~r+,~ StbivisionPlat: Lot !~q mpq Cerdfi ed Survey Map # vah=e Pale # '4`fr, ty Dud # ~i 7 Qmfm 2m)vajtmYC , pap # Spec bam -y= , no Lac lb= itleadfMtk YO tea S'ySum HUM NAM D G1t'TtF CAUM lmpnqw~ and amk*mm= of ymw scp& symm; awAdrtaalt in ha a Wam lD Marla trsst+~ Paper utsinftw c WUAD atpaupba avtthe so* tsspkarerytbceeyen orsour. ItasstiEL by a t . Wbst yeu gut MC dla Ceui a~ ltte n 0~`8!E s~ttk ~ ~ a U+ sis~s trt $n ats;tc t ' ~aoe MPM-bMw 8m 4*CW in FC93.52(1)aad itl ChspW l2- SL C 0* C1+` &eai`ttW DrdiM&M owmatand tW'a mum 1q nryman rg t tt s~r8f iatt ftsgym, slg+ i ts}~ tuc ~ wasWwaladi al emis£nerr nti%candWw xndtt2taferinspxtim p=0WtiFmmcssmqL dwsepak is teas thin Id ruff 'ofslmdsa, ~+re. the wed bsMa ~e+ebavs t+tq~+~d ~ d6cs i ~ vr~ ~ asst.. ss~ ~iy~~o~.sAB tke~t~got ttt'Naup~t~. ~na~atiag # yavr s~aay~ t+so hwn.a~iaad Est ha ~aadt+rrmmed tQ ~s3t Cl~e~s Cau~et~►.g Zasiag DVNMWM wNfis 30 &p affiw rw ddL ttwc caft thK sill atv cm is form am tna to the beatafmy bwbswh dw Ihvaatrn%Q Ike owaerW of the 1 daubw wwp. by vim* ofa dead oedad b afDbade Oft L M!i3 ' of badmM 17 SI 3MM= APPUCWrM DAM ***Am kfbramdan that is rabmpattlad tuy tart in do sttamyp=Wt bft wvairad by dw Pls aft & Zaa ft Dq*e a mt. 'PAR tnc~ude wtdt tt sppI: a warnlnty d *&d &W tht Re6aft ad`nda& Moe old a OVY Ord* cadw surm mm It r+eFwom k ms& In fix wwmty dm& tom. 0 c D m_ m 3 mom o aov FmS K- c 0 m m N Z L a mm~ r~-z m ^3 N z~m o®v c~ n s m a ~ rj. 3. Q O ® i m 447 r L~ (IJ ~OD rw 264 F3 c>_ 0 co 309 408 Bt 247TH c~ D y N _ h~ I i~ Fti~ Parcel 034-1072-40-030 05/10/2013 09:13 AM PAGE 1 OF 1 Alt. Parcel M 32.29.15.485A-10 034 - TOWN OF SPRINGFIELD Current IXI ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 09/08/2006 00 0 Tax Address: Owner(s): 0 = Current Owner, C = Current Co-Owner 0 - RYAN, DAVID P DAVID P RYAN 621 RIVER HEIGHTS RD MENOMONIE WI 54751 Districts: SC = School SP = Special Property Address(es): • = Primary Type Dist # Description ~ SC 0231 SCH D BALDWIN-WDVILLE 6-~ S P 1700 WITC Legal Description: Acres: 23.870 Plat: N/A-NOT AVAILABLE SEC 32 T29N R1 5W PT SE NE & NE NE COM E Block/Condo Bldg: 1/4 COR SEC 32; TH N00' W 33 FT; TH S89' W 786.59 FT TO POB; TH S89' W 534.39 FT; Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) TH N00' W 1295.93 FT; TH N89' E 829.56 32-29N-15W FT; TH ALONG ARC OF CURVE N82' E 55.22 FT; TH S00' E 514.68 FT; TH N89' E more... Notes: Parcel History: Date Doc # Vol/Page Type 10/18/2012 965578 WD 09/08/2006 834116 TD 02/10/2004 753914 2507/186 EZ-1 07/23/1997 1150/265 QC more... 2013 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/07/2012 Description Class Acres Land Improve Total State Reason PRODUCTIVE FORST LANDS G6 23.870 58,500 0 58,500 NO Totals for 2013: General Property 23.870 58,500 0 58,500 Woodland 0.000 0 0 Totals for 2012: General Property 23.870 58,500 0 58,500 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 UNOFFICIAL COPY • ~ I f If it iflll IIIIIfllllllllill III State Bar of Wisconsin Form 2-2003 8 0 9 7 4 8 3 WARRANTY DEED Tx:4075784 965578 BETH PABST REGISTER OF DEEDS Document Number Document Name ST. CROIX CO., WI 10/18/2012 11:31 AM THIS DEED, made betweenLee R. Stenzel and Mary Beth Stenzel, Husband and EXEMPT#: N/A Wife ("Grantor," whether one or more), and David P. Ryan J REC FEE: 30.00 ("Grantee," whether one or more). TRANS FEE: 198.00 PAGES: 2 Grantor; for a valuable consideration, conveys and warrants to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests; in St. Croix County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): Recording Area - - Name and Return Address See Attached Exhibit A: Key Title, Inc. 1601 Maxwell Dr., Suite C Hudson, WI 54016 File No.: 12-2066W 034.1072.40.030 arce entiucation um er( this _ homestead property- . (isJ (is uot) Exceptions to Warranties: Dated September 28, 2012. I,ee Stenzel Mar et , tenze AUTHENTICATION ACKNOWLEDGEMENT Signature(s)._- STATE OF WISCONSIN ) )Ss. authenticated on COUNTY } Personally came before me on September 28, 2012 the above- i TITLE: MEMBER STATE BAR OF WISCONSIN named Lee R. Stenzel and Mary Beth Stenzel to me know to j not, be the person(s) who executed the foregoing instrument and (If - ackno,~ ed the same. authorized by Wis. Stat. 706.06) CO G COL THIS INSTRUMENT DRAFTED a0'(RRY 7 *Marcy 14. Collova Arne Ska v G Notary Public, State of Wisconsin PO\ My corrinussion (is permanent) (expires: 47 Lr~> W~ OF (Signatures tnay be authenticated or acknowledged. Roth are not necessary.) NOTE: THIS 1S A STANDARD FORDO. ANN' NIODIFICAT IONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WfAA`TY DFIED Copyright 2003 STATE BAR OF WISCONSIN FORM NO.2-2003 Form software by: Automated Real Estate services. Inc, - 800-330 1295 File: t2-2066W UNOFFICIAICOPY EXHIBIT "A" LEGAL DESCRIPTION A parcel of land located in the SE V4 of the NE 1/4 and the NE Ya of the NE %a of Section 32, Township 29 North, Range 15 West, Town of Springfield, St. Croix County, Wisconsin, described as follows: Commencing at the East 1/4 corner of said Section 32; thence along the East line of the NE of said Section 32, North 000 05' 36" West, a distance of 33.00 feet to the North line of Outlot 1 of Certified Survey Map in Volume 18, Page 4832, as recorded in the office of the St. Croix County Register of Deeds; thence along the North line of said Outlot 1 and the North line of Access Easement Number 2 as recorded in Volume 1866, Page 174, South 890 37' 15" West, a distance of 786.59 feet to the Northwest corner of said Outlot I and the point of beginning; thence continuing along the North line of said easement South 890 37' 15" West a distance of 534.39 feet to the West line of said SE 1/4 of the NE 1/4; thence along said West line North 0041 06' 05" West a distance of 1295.93 feet to the Northwest corner of said SE '14 of the NE %4; thence along the North line of said SW %4 of the NE '14 North 890 43' 47" East a distance of 829.56 feet to the point of curvature of a 233.00 foot radius curve, concave Northerly, with a central angle of 13° 34' 38", a chord that bears North 821561 28" East and measures 55.09 feet; thence Northeasterly along the arc of said curve, also being the South line of Access Easement Number 1 as recorded in Volume 2507, Page 186, a distance of 55.22 feet to the Northwest corner of Lot 4 of Certified Survey Map in Volume 20, Page 5139; thence along the West line of said Lot 4, South 00° 05' 22" East a distance of 514.68 feet to the Southwest corner of said Lot 4; thence along the South line of said Lot 4, North 89° 54' 24" East a distance of 435.94 feet to said East line of the NE 1/t; thence along said East line, South 000 05' 36" East a distance of 66.01 feet to the Northeast corner of Lot 1 of said Certified Survey Map in Volume 18, Page 4832; thence Southwesterly along the North line of said Lot 1 a distance of 444.34 feet, more or less, to the Northwest corner of said Lot l; thence Southerly along the West line of said Lot 1 a distance of 264.64 feet, more or less, to the Northeast corner of Lot 3 of last said Certified Survey Map; thence Westerly along the North line of said Lot 3 a distance of 349.92 feet, more or less, to the Northwest corner of said Lot 3; thence Southerly along the West line of said Lot 3 a distance of 375.00 feet, more or less, to the point of beginning. Containing 24.34 acres, more or less. Subject to right-of-way for 290th Street and subject to all easements, restrictions and covenants of record. I I I File No, 12-2066 W 2 Qf2 I i j t i ya t ; ~ tr- -arm ~ i v~ s~ _ .gas-.sr+Ax ~ ai ~aza.nn .F.. a F t 1 X1'.4. a mull' r E t INIft uvi_Na Y all t[ 3C il!' ift i L ~ 5g s ~ 1 ~ ijQ H . tt C3 tb i F -S C t ~ CS a 1 0. if if gin I r. r Oar C7 SSI t «F a : 1 F r a 2 y ro-r-r ~ O~aat a' 1iRAF. t ;r&" Ar P17TH .gTPN7FI Im 0 r a r V m m C m m a `m a a W A m J ~ .p t 06 c p • • m m 0 M oh O z N 0 M ae N N L w om ao C wa~ C c =Q a 'E Z E Wo S I m N m EW tL U W= O:Em CL 5 oO U pn.Z p'Q 44 ciu= m ~Om-- a N p ~ C~ m m m m L G F m 0 Tuf-Tite Riser System Tuf-Tite makes a full line of Risers and accessories for Pre-Cast applications. Riser Lid - with Molded-in gasket Available in 12",16", 20" and 24" diameters. Green Only. v Concrete Lid - with handle. Use the Safety Pan to cast your own concrete lids. Safety Lid - May be used in place of concrete lid. Fits 24" Riser Pan only. Black Only. Safety Pan - Safety PanTM available for 16", 20 and 24" Risers. Green Only. 6" Tall Riser - For septic tanks. Stackable in 6" increments. Available in 12", 16", 20" and 24" diameters. 12" Tall Riser - For septic tanks. Stackable in 12" increments. Available in 20" and Tank Adapter Ring - For mounting riser or lid to tank when casting-in is not an option. oo~ WHIRPOOL o AO e LO .iX~l X^~ (rye) D D 7 3'-0 n N 3~ ~ flpi iAn A 03pA ~ 1•_9• ~ xg R: OL 4 R: Q y 4 A (~Qr O X n XR U4- VAULTED CEILING-4 ! 4-vAULTEO CEILIM-p =0 O R51 ~ D~ x X; S R~ P 6 O L,T .....W .....D.... 6'-0" FRENCH DOOR - JE X ~ I U D I 'Ab' r i O ,X O Z 3ff-W DAVID AND CHRIS RYAN RESIDENCE FLOOR PLANS BIG DADDY ARCHITECTS 1> HERSEY, WISCONSIN oRnW+or: 6 EvE ono FeveoN ro STEVEN A OTTO E 3111 GOIAJTY ROAD P 54151 aecl= er: st" ono 11 l 115)235-1522 T ol X a r o O l I m§ I a~ I i i 1 1 Imp ai x Z a~o - - - - D Z DAVID AND CHRIS RYAN RESIDENCE FLOOR PLANS BIG [)ADDY ARCHITECTS \ HERSEY, WISGONSM owawer 6TEve mro 11 aeHea ro STEVEN A OT70 E 3111 COUNTY ROAD P MENOMONIE WI 54151 cueca:o er. etevF orro 1(115)235-1822