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Home My WebLink About018-2013-18-000 C) H p 60 c 0. 0 c C� O O N � I N Z i w 0 a z c L6 m LL C O Q Z N O w I I I . I. O0 Z N Q1 a m N W 00 H U) C O 0 Z aa) Z d `0 0 E (u p C m �J a N �} L }1� C C • . a) 0 Q Z Z -_ I 0 N 0 ;! Z E N C ` r R c O Lo m C C N V) a) O E c o a E 0 o w c Fy' a o �. X 0 0 0 z •+v m 0ao.a ►Z a *� o v) I' = M CD CD o fA J U a� N N Z Q ro N h ITV � '"" a) ° L O O 3 E C) n d U) Q c`s> Z if) N y 0 o c c y c 0 0 o E O N U :3 r„, = O N C °6 ry G W ~ , O l L m ro C cn @ t» N v �O p co LO C - (� • L`. N a5 E E N N C C C ' x V sa • y o o= to v O Y cn rS► _ >. E = E d it d a CL ` CL r� 3 r A 0 a l ', O v) (.) wisconsir partment'of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and riding Division Sanitary Permit No: > INSPECTION REPORT 488125 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: P- rs2nal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Spielman, Jason Hammond, Town of CST BM Elev: T1 Insp. BM Elev: BM Description: /9 / Section/Town /Range /Map No: / C 11 � V D v C) M J 08.29.17. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER r f CAPACITY STATION BS HI FS ELEV. Septic Benchmar F FC.0 c- 1 A Zo M 'Za cm C) r Dosing Alt. BM Aeration Bldg. Sewer d .3(1' o; /03. g 112S y2• G Hol Ing St/ Ht I nlet 9 2 zs- K 03, TANKS TBACK INFOR TION t t u n�� v ent to Air In ROAD ep is r �-- Dt Bottom .� Je 24 P75 osmg 3 Header/man. 2 p A eration Dist. Hipe QN �) 4 2- l L1 o ing ot. Sys em ina ra � PUMP IPHON INFORMATION �0 7 ' M anufacturer Demand Covel GPM r�S t.,r. rM S �lJ�•Z� i ric ion LOSS system meau III U 3 /. 3 5: orc am a n, ia. ct DIM S 1 l f ' INFORMATION CHAMBE T -�tra- 3Lf ' � 9 /nx Length % /f 0� d / Len th �a Len th ` Dia S pacing x Pressure Systems Only ound Or At - Grade Systems Only Bed /Trench Center Bed/Trench Edges Topsoil opt, Yes Yes o COMMENTS: (Include code discrepencies, persons present, etc.) � ntfl , ' / _,n pefitiory#2:,�_ -- -� Location: Hammond, W 54015 (SE 1/4 SE /4 8 T2 N R17W) Corner Stone Ridg4Lt 1 t'B' - + ', � Parcel c NNo o- 008 / 29. - 17. / 1.) Alt BM Description = �" ftko& �� ^�' " " � v � s � 2.) Bldg sewer length = 3 141 - amount of cover = 7 Plan revision Required? j Yes I No 1 0 Use other side for additional information. 2 (J � — Date - - - -- potor`s Sig ure - -- Cert. NO. - SBD -6710 (R.3/97) ` -�.._ -- - -�'_ _.._�. Safety and 13LTildings 1�ivlsitrrr TSR n t 20p. W. U ldifl on WT Ave:., P.O. J3= 7162, M adison, W1 5370 7 - 72C2 itary permit Number (m b0 filled in by Co.) Ike art Of Commerve (Gtp13) 2ti� - 3151 Fa /Z 5 Sanital Put �iOR ECEIVED Stata .Plan.LD. Numlrtrr T In acrvrd witU Comm 93.21, WA. Ad de, ai in about you provide .SS 03 may be nsad fnr secondary s aey Law, j 15.04 1 m ( )( ) Prgjcct Addmgs (if diflbrent then mailing address) I. Applicattou T.nformation - plense paint 11 Info Won Prop OwrrWa Name Parcel t 7.ok # 1 yOwner's Mailin Address — D /�'/ - 60- 0 6 /,P, S Prnparty L�ttcatfon �, z 4104 �c , S Qr Ctty, State Zip Cndr Phone Number - 'b ` %', 3 - V AL - 14r S sii 2. .�( cimtc one) Tt. Type o mily f Building (check all that apply) welling L T N; It / / ir orb` 0� -r te ti5 0 `� Subdivision Name ❑ Ior2PaDIVumbaraflledroortts CSMNumUer ❑ Public /Commsrrial - Doaarib0 vo ❑ Stone Ownad - Desrrilre Use " r ' 1�Ci_tX Elvi page @To,,, +G rj 1Ii. Typo rr!'I'ermit» (Check on lp tone l tpx on jinc A.. eo: pletc lane B if gp Nom' SY [n- Replaaamcnt: Systom El Ttx�tmsttta,101 ling Tank Replacement: Only ❑ Other ModifTration to foisting System R• ❑Permit R,cnrrwtrl Permit Ravision - ❑ Change of ❑ Permit. Transfer to New Last PttrtvirmsPermit Number and Date Imued Before Expiration Plumber Owner N. T . e ofi'O�stam- ( Check all ❑ Nan- Prossm1pad Inditrnmd ❑ Mrnmd> 24 in. ofsuitable soil Q Mound <24 in. n£sttitable soil I At-Grade ❑ SirTgls .Pecs Sand FtltT r ❑ Cnrr9tUIC Wetland n Pressurized In- Ground 1:1 I301ding Tank El Peat hilt- r El Aerobic.- Treatmcrrl: Unit• ccirwtlntirrg 5mrri irZltcr ❑ Retire -- �1ef'inQ 3.4 ❑ .l„rec Cl1'fl ❑ Vti a I..inc V. Diaparsal/Treatmeat Area Informnihmn; - —1 ° -- ` n O'uuel�l P ipo C} Other ( apIain ) Des igu Flow (gpd Aocigri Soil Appifea . 1 * Ratc(gpdsf) Dispet'sd Area. R ttired (sf) Dispersal Amit Proposed 8 _ 106 AM sP ( Ystem Risv - VI. Tank In capacity in frtni Number Marnrfactanrcr Pralirb Site Gailnmc Clallon9 ofTlnits Steel Fiber Plncfie Crrtroreta Can ructcd Na�v P..xisti,rg � h Glass _ / Ihnka_ Tankfl A.. Ze l -)db !•:bt1JF+� ,�� Sept. rn HnldtnlS Tents / / Acrahi O �� ✓ r. 2'�an� rinant Un {i r — - _ MningChnmhar "1...0 `-1' VIi R e spon s iitii lly Sta tement- I, Me nnrlrrogned assume r r.9pnns i hillty for Install Plumbar's Noma f the POW TS 9 shown on the attached plane. (Print) - 'c Sf Lure R tuber Business Phtme Number �Piumincr'siAddrt ss (Blast, City, st m:e, 7..ip Cod Conn /De artment ilvo Only ✓ ---- Approved ❑ isapprnved Sanitary Pormit Fro (inntudes Citrnmdwater 1.csrtin - +- Surchargr Fnr.) is $tmc 8igtr0l a ? _ n It 113li-, Rcas fn • I � 550 °d � 1 Z�� IX. Conditions ofAt E rov xJ /Reasnn8 for Dlmpprnvn.i SYS$ tank, � Molt t fi W and � Go 3 d eparaal must as A aNadcfM � Pion Provkled by pNattbar. /e r ll�t cc f ,' A, 2 il0 /Attnrtt cnrraptrra pTn>rs stn rhn CmgntY pn[Y) for the agxtm on paper not r s 1Lnn ii!!2 c ). t inrh5a f� sip SBD -6398 (R.. 01/03) �.. /oT A. S S' WT. fill 7 ol . ......... a 1d R�_ .Q• d o7" _. /6o e Sk �7 " Ali /7 A PIA 4/0 �`o;' _ .. loll ®o t Safety and Buildings ' 4003 N KINNEY COULEE RD commerce.Wl.gov LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 s o o n s' n www.co w mmerce.wi.gov /sb/ ww.wisconsin.gov Department of Commerce Jim Doyle, Governor Mary P. Burke, Secretary March 23, 2006 CUST ID No. 221471 ATTIC• POWTS Inspector DENNIS J GILLE ZONING OFFICE GILLE TRUCKING & EXCAVATING, INC. ST CROIX COUNTY SPIA 352 140TH ST 1101 CARMICHAEL RD AMERY WI 54001 -2840 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/23/2008 Identification Numbers Transaction ED No. 1255031 SITE: Site ID No. 710138 Jason Spielman Please refer to both identification numbers. Town of Hammond above, in all corres ondence with the age c .' St Croix County S1/2, SE 1/4, S8, T29N, R17W FOR: Description: Four Bedroom At -Grade System Object Type: POWTS Component Manual Regulated Object ID No.: 1067636 Maintenance required; 600 GPD Flow rate; 36 in Soil minimum depth to limiting factor from original grade; System: At -grade Component Manual, SBD- 10570 -P (R.6/99) Pressure Distribution Component Manual, SBD- 10573 -P (8.6/99); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, Coed stats. The following conditions shall be met during construction or installation and prior to occupancy or use: APB EPARTMEl Reminders OF • This system is to be constructed and located in accordance with the enclosed approved plans and with the SEE CORE component manuals listed above. • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the POWTS installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat DENNIS J GILLE Page 2 3/23/2006 • Comm 83.22(7 A copy of the approved plans specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department which may include local inspectors Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee.shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WSMART code: 7633 (608)789-7893, 7:45 am - 4:30 pm Monday - Friday charlie.bratz@wisconsin.gov cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 d RESIDENTIAL AT -GRADE DESIGN ��/N Pressurized . Sioping Site INDEX AND TITLE SHEET Project JASON SPIELMAN Owner JASON SPIELMAN Address 2253 KNOLL DR. MOUNDS VIEW MN. 55112 Legal Description S 1/2 SE 1/4 S 8 T 29 N R 17 W Township HAMMOND County ST. SCOIX Subdivision Name CORNER STONE RIDGE Lot No. 18 Parcel ID Number Plan Transaction Number Index sheet Page 1 Calculations Page 2 At -grade drawings Page 3 Laterals and dose tank Page 4 Specifications Page 5 ZV ZV Management & contingency plan Page 6 Pump curve & specifications Page 7 cow /Ot t F!� �1GS S - /o 11 ' Designer DENNIS G IU.E , License Number 221471 Signature Phone Number 715 - 268 -6637 Date 03/21/06 Designed pursuant to: At -grade Component Manual for POWTS SBD- 10570 -P (R.6199), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST - SAS (01/81) Version 4.0 (04/03) Page 1 of 7 PRESSURIZED AT -GRADE DESIGN At - arade Desiar, 'cork hee* - Slarl a Sl , Flows and Site Data Entry. r Residential or commercial? 400.0 Estimated wastewater flow (gpd) 600.0 Design wastewater flow (gpd) 4.00 % Site slope 98.00 Contour elev. below lateral (ft) 36.00 Depth to limiting factor (in) 0.80 In -situ soil application rate (gpd/ft ^2) Distribution Cell Information 1 Influent wastewater quality 10.00 Linear loading rate gpd /ft 10.00 Effective absorption width (ft) 10.00 Max. effective width permitted (ft) 100.00 Aggregate length (ft) Pressure Distribution Data Entry _ c Center or end lateral connection 2 Number of laterals 0.188 Orifice diameter (in) e.g. 0.188 2.00 Estimated orifice spacing (ft) 2.00 Forcemain diameter (in) Forcemain flow velocity (ft/secY' 2 98.00 rcemain length (ft) Does forcemain drain back? 89.00 Pump tank elevation (ft) y Are laterals at highest point? NA 3.25 System head (ft) x 1.3 15.5 Forcemain drainback (gal) 213 b fs 8.50 Vertical lift (ft) 80.0 5x Lateral void volume (gal) 2. Friction loss (ft) 95.5 Minimum dose volume (gal) 95 Total dynamic head (ft) 33.0 System demand (gpm) La teral Dia meter Sel ection 4alloft/Inch Calculatcw �? Pipe dia meter Design options 'i D" n choice ?� .� Total Tank Capacity (gal) 1 in ._._ 48 ITotal Working Liquid Depth (in) 1.25 in i t . al/'in (erwtar result in cap G46) 1.5 in X 2 in x Treatment Tank Information 5 3 in X 1288 Sep tank capacity (gol) HUFFCUTT IManufacturer Effluent Filter Info rmation _ Doss Tank ItrM'o"notion Zabel 11 manufacturer 7C 5 iiiJH Dose tank capacity (gal) 100 Filter model number J 7 ii Dose tank volume (gal/in) HUFFCUTT IManufacturer Project: JASON SPIELMAN Transaction Number: Page 2 of 7 AT -GRADE PLAN VIEW �D 1/6 B Observation pipes (2 typical) A 10.00 ft D B 100.00 ft 1/6 B 16.67 ft .. C 12.00 ft W :1 C D 5.00 ft --�--` E 2.00 ft I L 110.00 ft D B W 22.00 ft A x B 1000.00 ft ^2 L *--- Cap Typical obs. pipe. = Total aggregate cell A x B Matted in the louver = Plowed area L x W 6 ", and anchored ely. 6 " AT -GRADE CROSS SECTION Svnthetic fabric cover 9g.t ft Finis#tied grade Lateral elevation invert elev. 98.50 ft Add . — — Obsetvafton pipe at aggregate toes 4 % 8" Surface contour 98.00 ft C A and system elevation D = 12 in. topsoil and subsoil Plowed layer over aggregate and tapered to toes. below L x W = 6 in. aggregate below pipe(s), and 2 in. above pipe. Project: JASON SPIELMAN Transaction Number. Page 3 of 7 T PRESSURE DISTRIBUTION AND DOSE T A X — F W2 x12 Laterals & force main cal PVC 3ch 40 Last hole drilled next to end cap (W COW Table 94.M) Holes drilled on the bottom of the lateral, equ^ spaced • = turn up wf ball valve or olasnoutplug Lateral Specifications 0.188 Orifice diameter (in) Center Lateral connection point X 2.00 Orifice spacing (ft) 2 Number laterals 25 OrificesAateral P 49.00 Lateral length (ft) y 2 16. at. discharge rate (gpm) 2.00 Lateral diameter (in) 2.00 Forcemain diameter (in) 33.0 ys. discharge rate (gpm) T 95.00 Forcemain Length (ft) 1 TDH (ft) Typical Pump Chamber Layout Approved men" cover with Weather -proof warning label and lacking device junction box 4° -""` " Final grade disconnect TZnn t is A�� prted outlet ^ location 18" min. Electrical as per NEC 300 and /C Approved outlet Comm 16.28 WAC Tank foil joint C Inches Gallons A Provide 1/4" ,C A 25 4 `f . 5 Alarm on weep hole or to = B 2.0 34.2 B antisiphon E C 9" Pump on device. o D 12.0 205.2 90.00 ft C Totals 7f>> A _ Pump off ?6 '1 r D ing under tank 89.00 ft ciellerr Pump manufacturer ILEVEL ALARM Alarm manufacturer N140 Pump model number IQVL Alarm model number CK— Project: JASON SPIELMAN Transaction Number: Page 4 of 7 At -grade System Maintenance and Operation Specifications 'Service Provider's Name DENNIS GILLE Phone 715 - 268 -6637 POWTS Regulator's Name ST.CROIX CTY ZONING J Phone I 715 - 386 -4680 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 1268 gal Maximum TSS 150 mg/L Soil Absorption Component Size 1000.0 fl? Maximum FOG 30 mg /L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Freguency Septic and Pump Tank Inspect and /or service once every 3 ears Effluent Filter Inspect and clean at least once eve 3 ypars Pump and Controls Test once every 3 ears Alarm Should test month) Pressure System Laterals should be flushed and ressure tested eve 1.5 ears Mound Inspect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30.1, have a watertight cap, and are secured in as shown in the at -grade component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The at -grade structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. 6. Areas within 15 feet of the downslope toe will be protected from compaction. 7. All other construction details are as per the at -grade component manual SBD- 10570 -P (R. 6/99). Lateral Turn -up Detail Finished . • ... • • ..... • • .`... .. 40040 0 00 040. ............. Grade "w.` .......... ......... 6 -8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve ............. ............ .............. - ........... ............. ............ .............. ... .......... ... ............. ............... .............. ...... . ............. Distribution ............. Lateral Long Sweep 90 or Two 98.50 ft 45 Degree Bends Same Diameter as Lateral Project: JASON SPIELMAN Transaction Number. Page 5 of 7 At -grade System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD- 10570 -P (R. 06/99) and SSWMP Pub. 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 84nches 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 fitter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. 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 finer is installed within the tank it shall be inspected and serviced as necessary. At -grade and Pressure Dfstrfbution System 'm r No trees or shrubs should be planted on the at- grade. Plantings may be made around the at- grade's perimeter, and the at-grade shah 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 at -grade is not recommended since soil compaction may hinder aeration of the infiftretive surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the at- grade be heavily mulched as protection from freezing. Influent quality into the at -grade 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 SODS, 30 mg/L TSS, 10 mg/L FOG, and 10 cfu/100 mt. for highly treated effluent. Influent flow may not exceed maximum design flow specked in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and 9 is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. 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, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the at -grade 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 renovating the biologically dogged absorption and dispersal media, installing new piping, and replacing other 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. Project: JASON SPIELMAN Transaction Number: Page 6 of 7 T rAL DYNAMIC I-IL"-Al-"11rLOW PUMP PLER:ORMANCC CURVE PER MINUTE MODEL 14014140 E DEWA tiff MODEL 14014//40 1U . S Y S � {..—u 3 /lu-- 14- flu W3 7. to W LIU 140, 10 «^ aI) ( d � _ lob _1 f /'t fi 1 /Yur l: 0b ` _ 38 144 au r 0 8• 'L,S..�. � Sllut•utl�lt7ud: .. lilll'u(1G.2nt} . a uruuuuFl 12 1 s16E U 10 20 W 411 9a 60 70 eu 110 uAllS}Mu i . MRS .n a 160 Leo rtnW PERIAWUr�. UIU94UA 1 0' • Li teirloal edterrlattors, for dupk4x systerr_s, area available and supplied with all alarlrt: u • Mlsiohanloel olternatnrs, for duptux systerrls, are avaliable wlth or without i 1/Y - o tJ'e um aterrns. • Control d jl- MsystorrtaVe available for iphasepullipsUs edinsirrtplexsyste"l- _ Sera FM0732. • Variable level control switches are available for Controlling Single, ilhase systerl�s. _ • Double plggyback v€rlable level float switches are available far variable Leval - lung cyele Controls, • Sealed Qwik -Box available for outdoor Installations. See I- M'1420. _ • i�� Rufar to FMID806 for applications above 130" F (54" C)- _ � - 1 sKlux J _ �LL��i;`!'t1�11i C;LlI1Jl . .... - i. For automatic use simile pi;lgytlack variable level flout rwi:ch tlr 14014140 MODSLS Control Selection n double p1ggyt•-ack variable level float switch. Refer to I�MU4; 7. Model Model Volts -Ph Made Amps 5ltnptsx pupiex 2. See FM�l228 for carreat modal of simplex control parlel. N U O N4 1 . 15 1 Noll 12.0 1 or 2 ;3 3. Seca r MU71 "L Fr�r aorP made) of duplex UdrltrUl pallet. 4' 1w1�1U L14U ?..3 I No fi.0 1 ar 3 L c to 7aia [3_1141_ t 3Nrl , 14t� #'tai !lion_ 1 2.0 °- 11d1 Ill;tu:iluiiuu Of uU+ttt'nlll, pr UtLLttUb t1s3YAi1L 61f11 CJ1YUljl wlluuta bu+Juu+t by u •tutNltW:i I1L'liltl519[1 gdeUlrtuIJ11. All elul:lduttif 4)SLI IRirl'tIV UPf}t3L` ytluEfld IfU rU)IUYi0C1 Ii1CIU1JSl1(I tlw IIIUdt 3>✓14� t3(r�l'14U 230 1 1�1DI'1 6.0 o recur,tthtlani� Sudrieoudiy#115�)ulrrltlwrRMU0 10108uruwu +tJ}toUttUll�t[tl.ttill). "Singlo piggyback switch Included. For unusual conditions a reserve safety faclor is engineered InLu the tlarsign of Ovary 10e11er Pump. ...f.,, .. ma }t 1c,1: r?d riu 3a c p •hir r• ..>�:' /tf �'� /,t��'�'�: ^— LuuicvfllultY JLi�dB -titdr Adrnuruulureruur. . ''•... , N ' �� ' Lsluis'ulllu. YtY QU2'f i�i9ti'f r' a ""' : ,r " ` JJ (JU1J Yltt•C /I ' + cevv� vztt�vu,aj, /wwtrrrF�urr� �/,vc�' /Jr hEfp: /fwNrW.X�ettldrearn � �'" /��I�/` ��l'. HAX(5r2a?j7'7o -�tiCd C Copyright 200.,.. c 3 Zoeller Ga. All r1011tb rusai4od. Wisconsin Department of commerce / VALUATION REPORT Page of Divisidn of Safety and Buildings in accordance h Co 85. wit Wis. Adm. Code my �r Q i �• Attach complete site plan on paper not less than 8 1/2 x 11 i hes i Am P include, but not limited to: vertical and horizontal reference iI (8151)° ct t afld ^ ancel I.D. percent slope, scale or dimensions, north arrow, and locatio and distance to nearest road. Please print all information AUG 16 2005 Revie by Date Personal inforabon you provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)). rn Property Owner lion 1/ �t1J S T I N R E ( ) or CSM# Property Owner's Mailing Address Lot # Block # Sutxi. Marne Z 7 0 44 G( State lip Code Phone Number ❑ C' ❑Village own Nearest Road /7 /;n Ir- �i>176-045ydj -r 1 (7 1 -"V 60 1 -r- Yh 6 New Construction Use Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public or commerci I - De - - -- -- Parent materiak-' /, � FIB Plain elevation if applicable General comments `, and r�ecom� z e le a/ "I Boring Boring # Ul ;B-Pit Ground surface elev 1 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •E ff#1 Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Z 3� . _--- -- ZL ® Boring #_ a n9 � /ft- pit Ground surface elev. — Depth to limiting factor I P D f f Rafe Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDffF •Eff#1 •Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. �. 3 1G S � w . 3 6-70 �� v- y / '° � .b el C Effluent #1 = BOD > 30 c 120 rnglL and TSS >30 Effluent #2 = BOO < 30 mg/L and TSS < 30 mglL CST Nam (Plem Print) " i , ture CST Number Bird Plumbing, Inc. Shaun Bird 226900 Date Evaluation Conducted Telephone Number Address 1008 192nd Ave, New Richmond, WI 54017 - p ?f--- 715 -246 -4516 r Property Owner Parcel ID # Page of Borng # ❑ Boring l,I a 4, it Ground surface elev. "ft. Depth to limiting facto Soil I'rcation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM( in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 - Eff#2 Boring # C) Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil — Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •E GPD1f� in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. F -1 Boring # Ground surface elev. ft. Depth to limiting factor in. ❑Pit Soil i 5*Eff#2 Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GP in. Munsell Qu. Sz. Court. Color Gr. Sz. Sh. •Eff#1 .. . ... ... . . ......... . E:= • Effluent #1 = BOD > 30 1220 mglL and TSS >30:E 150 mgA- • Effluent #2 = BOD, < 30 mglL and TSS _< 30 mgiL. The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608- 2648777. seo433o M6W) Soil Test Plot Plan Projedt Name Cornerstone Properties LLC Sha d Address 1025 170th Ave Hammond Wi 54015S #226900 Lot 1 8 Subdivision Corner Stone Ridge Date /11, 5 S 1/2 SE 1/4S 8 T 2 9 N /R W Township Hammond Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Fence Post System Elevation 98.0 *HRPSame as Benchmark Alternate Benchmark is Top of Survey Iron C 95.7' Scale is 1" = 40' unless otherwise noted 170th St. 199' Property Line B -2 10 45' 98.5' 97.5' 45' B -1 4% Slope 40' B -3 93' 15' * B M 492' Property Line I PROPOSED DRIVEWAY N OTES- DRAINAGE EASEMENT ® PROPOSED JOINT DRIVEWAY ALL aK�noros OP ctwslWKCtm N L.O PROOO N OF NOTE, N W YTAI OEYARON SHALL FIAAE A t1EST ND OMIER OR RMWEl f SHILL 00 AWnHM WM BIAIDNO BR70 NOT tE55 1FIAN TRO FEET W" OMWEIE WN OR 01ANOE TIE OPERATION NWE NIGH WATER ELEVATION ADOBE RE tECN WATER E7EYAna SKaLwi OF THE APPWAR 001RRE110ISWE WARR DReNAGE LBO LOWEST BUILDING OPENING SE19ACK4 FRWr - SU AND SOL OWN NAN fat M Put M (UItE55 OIFKERwLSE NOTED) - MCLUDES DDT R NOT LRE7EL TO SIROHO IRON. ANT SIDE - 2W (O010M) KAKINO N � EASfS RM �WAIR . COUNTY SECTION MONUMENT ORANI ME NS, IER (FOUND AS NOTED) SET 1 1/4" BY 18• IRON GENERAL T N . OTICE PIN WT. 4.172 LBS./FT. STATEMEN 1. - I- SET 3/4' BY 18' IRON PIN EACH PARCEL dowel ON IFES wP aAT�is WEIGHING 1.50 POUNDS `+JUT to 31A7C tOKNTY AFID uws, WAES AND WA AIM (LE, KTLANM LOEURI PER LINEAR FOOT AT ALL WT SM ACCESS TO PARCEL, M) 8MK ZMlW OTHER LOT CORNERS � OR m A LAM j AND DE A PPROPWAIE IO1N DOARD FM A UTUJTY EASEMENTS: NO I aR euwED GII.ES ARE ID wE PLA® j S R YY STMM OR VISM ALOW AY LOT UK OR MEET UW- DE DISIMANCE OF A N 84'31'05" E 465.5 — SHR E 4EY STAKE IN ANYO 4 A IIO.AIM OF UNM SECTION 23&= EASCIANTS AS t� SET FORIN FOR INE fi uTM,nES KuwtO A�WOTT l ZA11E�itE ft RECEIVED LOT 7 87590 S.F. a AUG 2 3 2005 201 Ac. gk9 fA MIE- 1030.60 180.10.7200 9 0 40 N Ln ST. CROIX COUNTY a " o 1 ZONING OFFICE j LOT 8 1 102663 &F. c 2.36 Ac. w l � � ail ®1 0 66' i N 82'2g`�'� E 440.05 / LOT 9 E 1/4 COR SEC j 75629 S F. 9 1 .4 FOUNDP.K. NAIL �4 R 1.74 Ac. UNPLATTED LANDS I N 81 47 - I C 4 39- W 483 N 89'20'10 E 610.00' LOT 10 577.00' 86121 S.F. 0 100' I u 1.98 Ac. W LOT 18 10 116164 S.F. I el Of z 2.67 Ac. I 4kI 33 33' N 76-4,34 - W 573.80 • o • • I ( I y l y LOT 11 z • 3 - N 89'34'21' E 585.59' 1 1 80567 S.F. 93.46' y 49213' � 1.84 Ac. o LOT 17 o ri �Zg 5 a. 93446 S.F. 5'14 0 a o Im o N 893 E 230.17 0„ L.D.0 a LOT 15 Ac. m' "' m I� Iv m V IS 88639 S.F. I I !a ilk Iv q g LOT 14 Z 2.03 Ac. , + I I ^' y m t(A 70135 S.F. 8 QI? on+ HNE to3s.2� A y .Aj� N 89'41'34' E 439.12') e 1.61 Ac. c ,a �e.a- 1037.27 loo' I = ? �N I LOT 16 _ f 90914 S.F. _- q� Z L fi.o. =ta1.D NI �I m c .. s ,— / -- �� — — 2.09 — — J io -- f or - - - - � a r sr hTs"— � oI Ott (A F "- WAR "Mum -- 1388.84'--•1 ;i o' _ o I m ♦ I v � 23 072' Y i— —� - -. 245.8 -- - - -- - -- --429.84'---- - - - 33 33'L — — — — S 89'04'17' W 1796.45' - - -- w S 89'04'17" w 1 _ — 100TH AVENUE I(EpFSECTT.29N,R.)7W T = — ==------ - - - - - � , SECOR — — I _LOT 29 I _LOT 1 I LOT 2 I I I SEC N pGRKCULTURE- RESIDENTIAL I CERTIFIED SURVEY MAP - I CERTIFIED SURVEY MAP _ I ' I R17W - I I - SHEET 1 OF 2 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND I OWNERSHM CERTIFICATION FORM Owner/Buyer �Jo --s t7.j rC / 0 CNEe-LE Mailing Address A2 63 16vd Lc- DM ''/ - Property Address C /` logo ELVP��rT, (Verification required from Planning Department for new construction) City /State YA-m^404 01 Parcel Identification Number LEGAL DESCRIPTION Property Location ii. S� %,, Sec. 271 N -R - /? W, Town of Subdivision - Lot # / Certified Survey Map # 8 / ; 70 Z. 7 , Volume _ . Page # Warranty Deed # . Volume , Page # Spec house ❑ yes ❑ no Lot lines identifiable fS yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agues to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, journeyman plumber, restricted plumber or a Iicensedpumper verifying that (1) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Vwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 daysj the car xpirati n date. _�' 4 / 716 ATUREE PLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) know1odge, I (we) am (arc) the owner(s) of ?ATURE ve, y virtue of a warranty deed recorded in Register of Deeds Office. ! / LICANT DATE s Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. s• Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed P 00 T P :l 81727 KATHLEEN H. WALSH State Bar of Wisconsin Form 2 -2003 REGISTER X O DEEDS DEED RECEIVED FOR RECORD Document Number Document Name 01/24/2006 10:30AN WARRANTY DEED EXEMPT # THIS DEED, made between Cornerstone Ridge, LLC REC FEE: 11.89 ("Grantor," whether one or more), FEE: 143.78 ( )> CAPY FEE: and Jason R. Spielman and Rochelle L. Spielman. CC FEE: PAGES: 1 ( "Grantee," whether one or more). Recording Area Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant Name and Return Address interests, in St. Croix County, State of Wisconsin ( "Property") (if more space is Kra s 47- n � ,(�, [�d needed, please attach addendum): �`� Lot 18, Cornerstone Ridge. St. Croix County, Wisconsin. P C ) i0 A 3 S 9 3 Cnn C) t 5y O ! b Part of 018 - 1017 - 60-000 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated � l � � Z/ � � ( (SEAL) � P0 (SEAL) * *Ron Bonte, President (SEAL) (SEAL) * * AUTHENTICATION ACKNOWLEDGMENT Signature(s) Cornerstone Ridge, LLC by: Ron Bonte, President I STATE OF ) authenticated pn ) ss. r` COUNTY ) *Kristine O land Personally came before me on TITLE: MEMBERS ATE BAR OF WISCONSIN the above -named (If not, to me known to be the person(s) who executed the foregoing authorized by Wis. Stat. § 706.06) instrument and acknowledged the same. THIS INSTRUMENT DRAFTED BY: * Attorney Kristine Ogland Notary Public, State of Hudson, WI 54016 _ My Commission (is permanent) (expires: ) (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED ® 2003 STATE BAR OF WISCONSIN FORM NO. 2-2003 ' Type name below signatures. INFO -PRO— Legal Forms 800- 655 -2021 www.infoproforms.corn i ,SL'LZZ ,ZZ'06£ N 02'16'26" E 198.89' ,00'8 �9 3 M £Z.0 x.00 S mJ � Fi N � � 4� 6 2 Z 1c a Z Iz cc �D IQ 0 0 0 CP •F o-3 m D -P °o C ID Ln w & icn . 0 m C J Z —I v N � to -- -0 Z TT O TT N N Z o D�rrn _ ,00' M x f COUNTY PLAT OF: - L EG ED ® PRB w DRIBAY mm DRAINAGE EASEI(ENT CORNERSTONE RIDGE -- - -- 11'DTUTYEASEWENT ® PROPOSEDADNTOMYEWAY 06 am[(9 MHAVE4 UM AL [a aEVAM UZ W[A 10[Sr W OMNa[�OfMr 9WLaalI1Pi _.,.._.._.._ DRUNAM EASEMENT LINE H'fi 0 WATER [BATON wamc I m i ro aw K vmm mp18mm m rjw VA rm[ x xa mu 11flWAWl 919IA 0 7a aaa NM Wl W M1 " LOCATED IN PART OF THE SOUTHWEST 1/4 OF THE SOUTHEAST I/4 0 LOW3T BUAONC OPENiC [[AaB MIT. W Dam o mI[ 1m) E9mm IYr o Na 9am m m 9a AND IN PART OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF --------------- - 66' ANT OmVEWAYFASEI&NT � ; S G�1 nNeao u a SECTION 8, TOWNSHIP 29 NORTH, RANGE 17 WEST, TOWN OF A C00mTY SE DON MONAEIIT oAaramm uammou HAMMOND, ST. CROIX COUNTY, WISCa1SIN. - -- -- -- SETBACK UNE Y (FOUND AS NOTED) 9O(Ayw+rns�+ NO TICE 0 aASs�a& [ SET 11/4' BY IB' NON GEA}Ilyw E PIN WT. 4.172 LBS/fL STATEVENT 9mM00aisW0AA00 T SET 3/4' BY IB' IRON PIN I1[>Em m.X twR No m[ar IA[A WLIONNG 1.5D POUNDS Bum No 1mAm PL uja m11[ PER LNEAR FOOT AT All ar s<, gas mrrAU o I4W[ OTHER LOT CORNERS wer r[I o rsm 9IAq 19R2I M!S laE 9Wttf LIT[ 9w[ p NE AE NNRIM[ Aa ION[ fa qNF. W Win UTIIdTY EASEMENTS. BY TOP OF 11 /t Raw - -- - - -- N8431x'E465.51' - a""a wralEioorfAnaaua[olwxn 1 WOK N I I IOf UE a SW MUM CF A [U�i (. �QS _ -rMix'N RRV SM M A'L9E 5 A IRA=ff qAu =man wo SfAimm aM• pb" 0�i 5 , j N91mR AA xLNa [iWm mMLE tg�Y 1 �cr 1 i Y[6MC19mN9Wm[Plat =�c j f O�Q % 03 R'i! m LOT 7 u9B[sxArtcAl4lrtmsntxgu g % 9 6 j ! n 87590 S.F. 50 <wo go I � � ! 6 2.01 Ac. y qA' m LOT 6 m x1 k O o scue r.1ar Ir / 78285 S.F. L�lasam hti N d 'a o so is Ba GI�� yayt 1.80 Ac YAAO LOT 8 1 E 1/4 COR SEC 102663 S.F. ° 8 T29N R17W )ier6 2.36 Ac. W FOUND P.N. NA£ 0 ♦. w Jg4 _ m LOT 5 �$ 73793 S.F. C4 m LOCH ON ^� q 1.69 Ac. a 66' 4 ° � I (NOT TO SCAIE) M xg =tB7Im ® E µ 4A5 ° o G b 1eo•lanm ®. N g1'26'5 6 SECTION 8, T29N, R17W, W a' xm ueAS 4)166.1' , LOT 9 _ f 76629 S.F. � I [ LOT 4 50892 ° I o i 1.14 At. m UNPLATTED LANDS 112545 S.F. a TV o< 2.58 Ac. n/i Ra m xg -10 Aso W / N 817) '39^ w 48J.)q �Rtn1aB.Ir N 89 E 610.00' I • U10 =1afl`A 571.0 0' �' 4 % �I �� ! LOT 10 / u ox,mN b- I Cs66' (� (�/ 86121 S.F. d e ory I 1.98 Ac m LOT Ifi al o PLAT LOCATION LOT 3 ' op �' 4y 116164 5.E BY TOP OF 84368 S.F. n 2.67 Ac. 'I J 33' 1/4 Rm m awlaaa' 1.94 Ac. 4 C �� A )64j49 w SI "o °IOU s[ =lossm 4 8 9 eo.lmzm pAphfi. a� e s. LOT 11 364 z N 89'34'11' E 58559' 0 N z h0 80567 S.F. .F. 492.1]' nr ° I J• , j1 • 1.85 Ac. 9].46' 2 " w Im li 0 4 � q 6) ,tip o j 0. 0 0 I� LOT 2 NI 1 m 4 1 ' 93 5• �' n LOT 17 a, o p ADC �i6 gas b 8027] S.F 93446 S.F. / ' ^1� w t9 % u •� o: w +Ii I al p 1.84 Ac. 5- 29 Sj' , � , a y m B CK p�g d o x E =1mA.so £ 2.14 Ac. f d j u. n o I9 to ) 0 1 ^ 1 eo =1aASO lOT 12 N 8935'11' E 10.17 a ea -tai o '� 9 v m Ir SCQt01XC0.Wl& w n isr �I w 88639 S.F. + ®I 10672 S.F. o LOT 15 $ A aj I $ h b tr'•d I u Z b a A , U /y 62 Ac + LOT 14 o �' �� ♦ Im flu b,mk �I a I ° = 2.03 Ac. Tod ' ' y 0.1 W la d °zl f ,, N 87115'15' w 74852' I 4 I ! ° o 0 70135 S.F. x[ =lossn ++' /a ,% N 941'34't 439.12', �Ia �I ,r x. LOT 1 �I N e9ro4'1o' E 471.76 m 161 Ac. o e.o. =1otr.I, o _ �°' LOT 16 0 80481 S.F. / LOT 13 / 90914 S.F. N I a 2 0 1.8�S�i I (�0� -- - .. 2.21 Ac. `"v°n - ( wd�� teo,maa al �IZ m 96291 S.F. 2.09 Ac H A� 1Lalomm � o ♦ . m �; m SlottrlgBx' ". , lou 6 '\ eL6O latai wwaova+ -- 1388.84'--' i m .g I `� S 1/4 COR, SEC 8, owxx 9om n 3]133 ♦ m q+ C - " " ^p _ , i�. -.. � -• W f _. _ 429.84 - .._ ..'`�I T29N. R17W 1 ' 245.81 - -- - - - - 48246 - i (FOUND 2' IRON PIPE) 3x61 _ -_f fie y .' _ . w - - - - - - - - I S B9BIYT W 1796.45 - - - - -_ - --fi a9roa'v' E THE - - - n1.74' - 33.04' w W SE 1 10 AVENUE r - w 589 _ - _ - - -- --� r - - -- �I N+ TSOUTH UNE OF / OF SECTION T 8 T LOT 2 I I 29N R17W - - - - - - - LOT 29 I LOT I - -- -- I (SET PK FROM _LOT 8_ I LOT 9 I�9� LOT 31 I LOT 30 - -- °- I I I COUNTY DES) MAP PLAT OF II h"I PRAIRIE I RUN -_- CERTIFIED SURVEY - I I I LOT 4J - -- IIll I - -- I 1 � W ( 1 15, PAGE 4097. I I I MKS 1 OAWWD M OF aoA SHEET 1, OF 2 Subdivision /Plat Name Cornerstone Ridge Township r Hammond, Town of Fil A.K.A. Roberts Trust proper y 1 ETPA Unknown Category Major Location # of Lots I 8 2 Section/Town /Range I/ 29 ( 17 FLIP? F] Outlots C 0� Zoning A"sidential — - - -- -- Total Acres 181.001 Engineer Unknown, Unknown Owner /Developer Bonte, Ron Erosion Control Unknown Surveyor Humphrey, Roger Project Status Pending All 05/24/2005 08/23/2005 i! =' 03/11 /2005';1 p Y 08/22/2005 10/07/2005 �� • e�iofid�` —t..� ff �� , � b� � ond � A en 07/26/2005 09/27/2005 r � Date Staff Not . .. .: f 12/05/2005!Jeff Lueck !Ron Bonte called today. Wants another inspection form sent to him regal 09/29/2005Jeff Lueck Site visit made. Grass is growing well. Utilities (telephone) have come in 09 /12 /2005IMonica Lucht Engineer certification rec'd stating RC in conformance - 9/8/05. Releasing 08 /24 /2005�Monica Lucht Recd letter from Hwy stating RC is in substantial conformance. Engineer 08/09/20051Alex Blackburn ; Jeff Durkee okayed road bids. 08 /05 /2005IMonica Lucht Pete emailed to say EC bid is okay. EC= $5,400.00 08 /02 /2005IMonica Lucht ' Rec'd bids and LOC's for EC & RC. Faxed copy of bids over to Pete & A v 07/08/20051A1ex Blackburn 1LWCD approved erosion plans 7 -5 -2005. _ _ _ __.. _ - _ _. ------ _. - ___ -- 02 /04 /2005IPete Kling !Site visit with Jim Devlin on 1/31/05 Add Print Alt, Notes equery Date: I 12/05/2005 Ron Bonte called today. Wants another inspection form sent to him regarding the 91 Staff; Jeff Lueck trying to get the utilities both telephone and electric to repair damages to the disturb fax another copy to Ron. Contact: l itnknown , 'NA 01/10/2006 - ding the . Area i RC LO certific :ff for ap '29 date. He is sd areas. Will Parcel #: 018- 1017 -60 -000 04/12/2006 03:55 PM PAGE 1 OF 1 Alt. Parcel #: 08.29.17.128A 018 - TOWN OF HAMMOND Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - CORNERSTONE RIDGE LLC CORNERSTONE RIDGE LLC PO BOX 462 NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): " = Primary Type Dist # Description SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 30.820 Plat: N/A -NOT AVAILABLE SEC 08 T29N R17W 30.82A SE1 /4 -SE1 /4 EXC Block/Condo Bldg: P128B Tract(s): (Sec- Twn -Rng 401/4 1601/4) 08- 29N -17W Notes: Parcel History: Date Doc # Vol /Page Type 08105/2005 802537 2860/048 TD 08105/2005 802535 2860/043 TD 2006 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 07/13/2004 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 26.820 3,500 0 3,500 NO UNDEVELOPED G5 1.500 100 0 100 NO AGRICULTURAL FOREST G5M 2.500 2,300 0 2,300 NO Totals for 2006: General Property 30.820 5,900 0 5,900 Woodland 0.000 0 0 Totals for 2005: General Property 30.820 5,900 0 5,900 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 e ni , I �.i�l I l I:iU IIIlii tlii n- I BSI � I1 I II I,I';;1 ..111111 Illl I I I�IVI!I I II f •• .. iI - ;� ..111111111 II MONO is I I I t■ i t i I; I,i - l 1 1 � J i - rrrr■ - -1 ... rrrr■ - Ill'','III • �I " „ I i rrrr■ - ■■■■ rrrr■ ■■■■ �- I 1 �IIIIIIIIII(III -- (IIIIfI�ll�ll .�uunuinnuuu II � I 1 II I' ' Ifll . 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