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HomeMy WebLinkAbout020-1479-24-000 c) v) p g v 0 C O') d o r ' c c d� '', c c 3 r ;4. (1) , y. ••• q v 71 .a c 3 �r t Q Z x FE Z o cn CO ! 2 Co o "Y O 41 c m N • • • O d y L' an (n a N Q i.. CM = co rn r. oN o o N 5 N ? co V N 3 H 0 = O N 90 '., H O 1,:„; . C V D a O . bit , -h Z o co o ij - a hi ET a 0 0 CO Z z• N N N 2 -1' O l_I 3 a- 'O 0 O c El- f��i N Cr-,' - a) N N = �° �' 8 N CD ci) Zoo _ c 3 o N Z Z rn oy D D o o m o ° c N mcum CD N 'r 3 +> loo if 'c= c 3 = = m 3 o o a 3 m ?;.. ... ch ..• 1 (J CD 'a N = p c • �' Z a) P a m w X ot - _Q o O c [a R N O Co -0 m co CD s 0 C .' Z o a o 3 w -, o r. o 3co N Z w ( I' N 8 c Ut Ow c O (p = a ti O C D = 0 N c co (Q Q (' O C O O j O 7 `2 N j y 0 a o ? — c 0 N o m 3 = CO 4. =t DO 7 c = N N u) O .-. O O v Q) n — = a I b _, a o b w CD fc w 0 0 o a cb ti 1 ./ C COU o PLANNING &L. ZONING November 19, 2009 Kernon Bast c/o Edina Realty, Inc. "qf 400 South 2 Street Hudson, WI 54016 Code Administrat $ RE: Compliance deposit refunds for Cottonwood South '07 lots 715- 386 -4680 Section 36, Town of Hudson Land Information & Dear Mr. Bast: Planning 715 -386 -4674 ; fN h I recently reviewed the Board of Adjustment Decision for the above subdivision while processing a sanitary permit a lica Real Prope ° pp tion and noted that you have compliance deposits that 715 -3 ,F 677 may be eligible for refund. According to Condition #5: Re i* eling "The plan shall be accompanied by a $100 nonrefundable staff review fee and a cash - 386 -4675 compliance deposit for the lot. The compliance deposit for the six Tots under construction shall be $1,100 each, and the compliance deposit for the remaining lots in the subdivision shall be $300 each. The cash compliance deposit will be held by the Zoning Administrator until construction is complete, permanent vegetation has been established, and the project is found to be in compliance with the conditions of this approval, at which time the deposit will be refunded in full. Upon completing construction on each lot, the applicant shall submit Ast to the Zoning Administrator photos of the completed construction and certification from the project engineer that the construction has been completed as approved to serve as proof of compliance." Our sanitary database records show eight (8) permits were issued whose POWTS have been installed and inspected. However, there are some non - compliance issues that must be resolved before lots 2 and lot 24 will be considered "complete ". We need to obtain elevations and documentation of the building sewer and tanks that were installed on lot 24 without county inspection and the mound on lot 2 does not meet the required setback from the north lot line. When we have received photos that document completion of construction on each lot, your deposit refunds will be processed. S ely, Pam Quinn Zoning Specialist Cc: Brian & Moll Hayes, lot 24 property Y Y p P Y owners Andre Buechner, lot 2 ro ert p p Y owner Sr. CRO /X COUNTY GOVERNMENT CENTER 1 101 CARMICHAEL ROAD, HUDSON, W/ 54016 715 -386 -4686 FAX PZOCO.SAINT-CROIX.WI US WWW, CO.SAINTCROIX.WI.US Wisc+nsin Qep r'rtment of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix t t • :.atety and Building Division INSPECTION REPORT Sanitary Permit No: ,(,�� �f 506365 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.0= ;1)(m)]. / J.j I ( Permit Holder's Name: City Village X Township Parcel Tax No: ` Et =•.st, Kernon Hudson, Town of 0 �1 =2B CST 'M Elev: Insp. BM BM Description: Section /Town /Range /Map No _ l� 1VtJr (] 36.29.19. 1 A TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY `` 5TATIO is/ B_S 7 I FS ELEV. Septic �, l J / L , I Benchmark `� , , Z6 16425 l� Dosing (/[ / (/ Alt. BM Aeration ctu� i` Kk r e� / i / 4 .46_. Bldg. Sewer _2h�1` v� ( --- d / y 9/..,3 Holdin / , St/Ht Inlet g • , ha - 5-1 3,5 v-e . / 3.3 D.. b ' ' 11411V " / _ St/Ht Outlet TANK SETBACK INFO - MATIO '_. TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic ( b / 57 / / 2 / t Lahti Dt Bottom �PW i6 , g O 1 • f g Dosing y / a --- it T r Heade Win. . � �/ X02. o Aeration ' t' i D Pipe s ryeQ Holding ' Bot. System 3 / ? Z� . C l - Final Grade PUMP /&.IPHON INFORMATION nu' /U �' r man St Cover . . Manufacturer ���� -� �'� _ GPM a���e� ��O�e- (' „' '9./5 . Model Number �eb v` 39 - C t /dJbY�ou r` 3 Z y T y: �3, TDH Lift F System He d TDH Ft /ps 9� / Forcemain Leagt]1_ / Di . /r D ist. to Well /Z � / �' SOIL ABSORPTION SYSTEM 1.' BED /TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 6", 5 � /0 ' / ' `— SETBACK SYSTEM TO P/ BLDG WELL LAKE /STRE ` EACHING Manufacturer: INFORMATION � CH , • ER OR Type Of System: 2o r �/ >2a)` ' � / b / U ' Model Number: DISTRI UTION SYSTEM ,c fz o' 1. x.yr, _ CAL l )/j Header/ ani ' Distribution �/ x Hole Size x Hole Spacing Vent to Air ake / �•2 Pipg(s) / ° 7 r / .2 25' � I, /2 j 2 . 2 , I f x )-- Length 2 .75_ D 5 Len th � Dia Spacing . / SOIL COVER x Pressure Systems Only xx Mound Or At rade Systems Only _ PA/L(1 " , 6l el Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil Yes No 'j Yes / I' No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: /it / S / 4.1 Inspection #2: '1 //4 V 2 o%nu,. )off a y 0 a Location: 850 Settlement Dri Hudso , WI 4016 (SE 1/4 SW 1/4 36 T29N R19W) Cottonwood South .7 Lot 24 Parcel No: 3..29. 1.) Alt BM Description = 10w 0 G 1 &. 2.) Bldg sewer length = /2 �'fl _ / ( ' Alai ,.-r / / / /G /� &A-7 Jed /n h - amount of cover = dt f y ! // /id - > s' e -1 yh.l c-,c-f Plan revision Required? Yes No D � I , O_ 1 ;e other side for additional information. � ) ' ` _ - — 1 Date — Insepctors Signa ,re Cert. No 6710 (R.3/97) p ir(l/Si c Safety and Buildings Division __grimly 201 W. Washington Ave., P.O. Box 7162 St. Croix 1 ' N , SCOnsn Madison, WI 53707 — 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 266 -315 ,50 i Cp _ i!p�J Sanitary Permit Application State Pla 1 4 77 J Z 5 . In accord with Comm 83.21, Wis. Adm. Code, personal information you p 'de Project Address (if different than mailing address) may be used for secondary purposes Privacy Law, 315.04(1)(m) I 5 e + k ^ I. Application Information — Please Print All Information - (► CND t ` d e- RECEIVED 4 Property Owner's Name O ell Parcel # Lo # Block # Kernon Bast OCT 3 1 2_007 Pendin 24 Na Property Owner's Mailing Address Property Location ST. CROIX COUNTY 400 South Second Street Gov't lot .SEA /.. SWA. Section 36, City, State Zip Code ?none Number (circle one) Hudson, WI 54016 (715) 386 -8595 T 29 N; R 19 W IL Type of Building (check all that apply) An X 1 or 2 Family Dwelling — Number of Bedroom Ke.A.):51Ort•-. Roo`"' 3 d-n Subdivision Name CSM Number ❑ Public/Commercial — Describe Use Li bQO Gap #• S n ' 44 Cottonwood South ❑ State Owned — Describe Use / / . , ❑City ❑Village X Township of Hudson III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. X New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. ❑ Permit Renewal X Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner 5 O () 3 / o 5 As o fr 7 IV. Type of POWTS System: (Check all that apply) ❑ Non — Pressurized In- Ground ❑ Mound > 24 in. of suitable soil X,Lvlound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter // El Lr c Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel-less Pipe ❑ Other (explain) // V. Dispersal/Treatment Area Information: 4 � ! (�f Design Flow (gpd) Design Soil Application Rate (gpdst) Dispersal Area Required (s Dispersal Area Proposed (s System Elevation / 1.0gpd/sq.ft ASTM C -33 sand p �lf 10 @ 14" above / 600 gpd V 0.4 gpd/sq.ft native soil 600 sq. ft. 16 600.05 sq. ft. 99.82' contour VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units D L G Concrete Constructed Glass New Tanks Tanks Existing �/ l r O l / l (L � e (, . Septic or Holding Tank 1,200 1,200 1 Wieser Cotlrete Combination X Aerobic Treatment Unit Dosing Chamber 800 800 1 Wieser Concrete Combination X VII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) I Plumber's Signature MP/MPRS Number Business Phone Number William Schumak ) er f / � MP #227990 (715) 386 -3121 Plumber's Address (Street, City, State, Zip Code) 1070 Scott Rd., Hudson, WI 54016 VIII. County/Department Use Only proved • Sanitary' Permit Fee (includes Groundwater Date ssue Issuing t Sign: /' : • . ii Surcharge Fee) en Reaso:n9eniai o S5 • Oa // Z 67 IX. Conditions of Approval/Reasons for Disapproval / 3.) O ,,, i ... / Oe l ., d� tau/ -° - , laA eoLa . SYSTEM OWNER: �/ 1. Septic tank, effluent filter and W / iN[�ld'S ti ,,'44.4.E pct.C. r dispersal cell must all be services / maintained d as per management plan provided by plumber 2. a per appi amble code / ordinances. maintained L1 i P /d r 1.S / �j 4- 1 / (�J h e �q,- Attach complete plans (to the County only) for the system on paper notatML 11 inches • s' I t.A..) .K.I._ pe- . ,_. SBD -6398 (R. 01/03) r 1._ 1 I , 1 1 I 1 q ©,-- .-- 0 --- ICY? 1 I cc 1 " 1 2 1 1 I lg „-' ---- „I ........... >. ..... _._ 4"?......., --...... N ct '................................. A m q it 714' lea et:. ,.-Aizzzaetieltuctsit. .......... ....i........ ------. attZt II , ....... —._\ ez_N113°381rVI • •• .................. 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E7e✓ : /O /. 97' • 4100 36oxAJ «s • • • a �� /" \' A Safety and Buildings 4003 N KINNEY COULEE RD commerce.WI.gov LA CROSSE WI 54601 -1831 i TDD #: (608) 264 -8777 i SCO 1151 n www.commerce.wi.gov /sb/ Department of Commerce www.wisconsin.gov Jim Doyle, Governor • Mary P. Burke, Secretary October 24, 2007 CUST ID No. 227990 ATTN: POWTS Inspector WILLIAM C SCHUMAKER ZONING OFFICE SCHUMAKER PLUMBING ST CROIX COUNTY SPIA 1070 SCOTT RD . 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/24/2009 Identification Numbers Transaction ID No. 1477525 SITE: Site ID No. 730948 Kernon Bast Please refer to both identification numbers, Town of Hudson above, in all correspondence with the agency. St Croix County SE1 /4, SWI /4, S36, T29N, R19W Lot: 24, Subdivision: Cottonwood Ridge South FOR: Description: Mound / Four Bedroom / Sloping Site Object Type: POWTS Component Manual Regulated Object ID No.: 1154972 Revision; Maintenance required; 600 GPD Flow rate; 20 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01), Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01 /01); 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, stats. Co,ifr'! Oi The following conditions shall be met during construction or installation and prior to occupancy or use '' Reminders ?"! TRZUT OF C DE • j TEY/1 This system is to be constructed and located in accordance with the enclosed approved plans and with the component manuals listed above. SEE C(J . LSPI • 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 WILLIAM C SCHUMAKER Page 2 10/24/2007 • Comm 83.22 7 A co of the a..roved .laps s.ecifications and this letter shall be on -site durin. 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 $ 75.00 (2,4� ,, e"--t-Fee Received $ 0. 00 � Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART'code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday charles.bratz@wisconsin.gov cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726 -2544 , Friday, 7:00 A.M. To 3:30 P.M. James K Thompson , A.C.E. Soil and Site Evaluations MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN ° ''�� C Residential Application l INDEX AND TITLE PAGE `� .`" 0 Project Name: Kemon Bast 4-bedroom residential mound Owner's Name: Kemon Bast Owner's Address: 400 South Second Street Hudson, WI 54016 Site Address: Pending Legal Description: SE1 /4 SW1 /4, Sec.36, T.29N., R.19W. Township: Hudson County: St. Croix Subdivision Name: Cottonwood Ridge South Lot Number. • 23 Block Number: Na Parcel I.D. Number: Pending Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose ose tank Page 5 System maintenance specifications 'iv`, Page 6 Management and contingency plan Page 7 Pump curve and specifications YED Page 8 Site Plan AMERCE Page 9 Attached soil evaluation report u GS Z Designer: Bill Schumaker License Number. 227990 Date: 10/09/07 Phone Number: (715) 386 -3121 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 5.1 (R. 06/06) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site information (R or C) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 400.00 Estimated Wastewater Flow (gpd) Table 83 -44 -3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of <= 36 inches. 600.00 Design Flow (gpd) 3.0 Site Slope ( %) 99.82 Contour Line Elevation (ft) 20.00 Depth to Limiting Factor (in) 0.40 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 109.10 Dispersal Cell Length Along Contour (ft) = 1 5.50ICelI Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest •oint in the distribution Y Pressure Disribution Information network? Enter Y or N (C or E) C Center or End Manifold 2.75 Lateral Spacing (ft) If N above, enter the elevation ft 4 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) 2.25 Estimated Orifice Spacing (ft) = I 6.25Ift 2.00 Forcemain Diameter (in) 300A 0Forcemain Length (ft) Does the forcemain drain back? Y 0 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 48.94 Forcemain Drainback (gal) (2. .5 4 12.78 Vertical Lift (ft) 68.58 5x Void Volume (gal) 9.69 Friction Loss (ft) 117.51 Minimum Dose Volume (gal) 0.00 In -fine Filter Loss (ft) 39.54 System Demand (gpm) 28.97 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 1.25 x 2.00 x 1.50 x 3.00 2.00 x 3.00 x J Gallons /inch Calculator (optional) Treatment Tank information 800.64 Total Tank Capacity (gal) 1200.001 Septic Tank Capacity (gal) 36.00 Total Working Liquid Depth (in) Wieser Concrete Manufacturer 22.24 gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.64 Dose Tank Capacity (gal) PolyLok Filter Manufacturer 22.24 Dose Tank Volume (galin) PL -525 Filter Model NI.- Wieser Concrete Manufacturer Project: Kernon Bast 4- bedroom residential mound Page 2 of 9 • Mound Plan and Cross Section Views • t 1 / 10 R' Observation Pipe © J • r•:•: •:. r.: • :. :.f.r.: •r• :: W - — •H— • L • Mound Component Dimensions A 5.50 ft E 17.98 in H 1.00 ft K 9.56 ft B 109.10 ft F 9.25 in i 9.13 ft L 128.22 ft D 16.00 in G 0.50 ft J 7.17ft W 21.80 ft 600.05 (ft Dispersal Cell Area 1596.04 (ft Basal Area Available 5.50 (gpd /ft) Linear Loading Rate 10.91 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.92 (ft) --■ ri 1 H 0 , M /e' e. • F D Cell 101.65 (ft) Lateral 101.15 (ft)—* , Invert Dispersal Cell [ 0 vatior - E D • 99.82 ( Contour Elevation 3.0 % Site Slope Geotextile Fabric Cover Shading Key ' � & Dispersal Cell See lateral details on 0 _ Topsoil Cap o c 1 .5 ft 4 • �• . . ;• ;. Page 4 for number, size, []jj Subsoil Cap 'a .1,/(::: � f ::::"..:).;•; and spacing of laterals. HIM ASTM C33 Sand v Ni Z ) ::f:•••••••:•• _ :•; F Laterals are equally r.).`5" Tilled Layer 0.5 ft Ty Lateral ,:::::/...:: spaced from the i .. f.1 Aggregate .r '. ... �• . distribution cell's —gio...._ © '�f�:•:�: -,� centerline in the 0 A i* distribution cell (AxB). Project: Kemon Bast 4- bedroom residential mound Page 3 of 9 Center Connection Lateral Layout Diagram Force main connection via tee or cross to manifold at ang point. Laterals are identical • J • I< p S • = Turn- upwlbaWIvalveor 14-x-0 Ife12 +1 Laterals ei force malnof PVC Soh 40 olesnoutplug per COMM Table 84.30 -5 Holes drilled on the bottom of the lateral. Number of Laterals -.l- Orifice Diameter 0.125 in Lateral Diameter 1.25 irt) Orifice Spacing (X) 2.29 ft---- Lateral Length (P) - f Orifices per Lateral 24 Lateral Spacing (S) 2.75 ft Orifice Density 6.25 ft /orifice Lateral Flow Rate 9.89 gpm Manifold Length 2.75 ft System Flow Rate 39.54 gpm Manifold Diameter : Total Dynamic Head 28.97 ft Forcemain Velocity /sec Dose Tank Information Locking cover with waming label and locking device and — 1 sealed watertight Electrical as per NEC 300 and ---11 Comm 16.28 WAC ...... 4 h1. min. t �'" Tank component is property vented L� E <- -- Alternate outlet \ location Forcemain diameter Wieser Concrete Manufacturer :::---I 2 in. Capacity 800.64 Gallons Volume 22.24 gal /inch A t Weep hole or anti - Dimension Inches Gallons - B ® siphon device A 18.22 405.13 B 2.00 44.48 C H P ump off elevation (ft) C 5.28 117.51 i - 1 88.881 D 1 10.501 233.52 D Total 1 36.001 800.64 Dose tank elevation (ft) ,.J 3" Bedding un er tank. 1 88.001 Alarm Manuafacturer ; LevelArm Alarm Model Number IDLV Pump Manufacturer Goulds Pump Model Number [3885 WEO7H i Pump Must Deliver 1 39.541gpm at 1 28.971ft TDH Project: Kemon Bast 4- bedroom residential mound Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name Bill Schumaker Phonej (715) 386 -3121 POWTS Regulator's Name h St. Croix County Zoning Dep'tt PhoneL(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 1200 gal Maximum TSS 150 mg /L Soil Absorption Component Size 600.05 ft Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu /100 mL Service Freauencv Septic and Pump Tank Inert and/or service once every 3 years 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 3year•s _ U [flt• 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 mound 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 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 6 -8" Diameter Lawn : : �' Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution • • • • • • • • Lateral 11, Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Kernon Bast 4- bedroom residential mound Page 5 of 9 I�_ • • Mound 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- 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)1 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 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 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 fitter 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 filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD 150 mg/L TSS, and 30 mg /L FOG for septic tank effluent or 30 mg/L BOD 30 mg/L TSS, 10 mg/L FOG, and 10 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 dogging 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. Contlnaencv Pin 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 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. Project: Page 6 of 9 r • .• M GOULDS PUMPS Submersible Effluent Pump MODEL :, ,o,Kon, 3885 ur iwx, ;NM 8 . PROSURANCE AVAILABLE FOR RESIDENTIAL ..... APPLICATIONS. APPLICATIONS • Shaft: Corrosion - resistant , Single phase: • Bearings: Upper and stainless steel. Threaded • Built -in overload with lower heavy duty ball bearing Specifically designed for the design. Locknut on three phase automatic reset. construction. following uses: models to guard against • All single phase models •Homes ■ Power Cable: Severe duty component damage on feature capacitor start rated, oil and water resistant. .. • Farms accidental reverse rotation. motors for maximum • Trailer courts Epoxy seal on motor end •Motels • Fasteners: 300 series starting torque. provides secondary moisture •Schools stainless steel, • and 1/2 HP - 16/3 SJTOW barrier in case of outer jacket • Hospitals • Capable of running dry with 115, 208 and 230 Volt damage and to prevent oil three prong plug. • Industry without damage to wicking. Standard cord is 20'. • Effluent systems components. • 3 /4-2 HP - 14/3 STOW with Optional lengths are available. bare leads. • 0 o • Designed for continuous Three phase: 9� As sures positive SPECIFICATIONS operation when fully • Overload protection must sealing against contaminants Pum submerged. be provided in starter unit. and oil leakage. p •' / -2 HP -14/4 STOW with • Solids handling capabilities: b are leads. 3 /4" maximum. MOTORS AGENCY LISTINGS • Discharge size: 2" NPT. • Fully submerged in high- • Designed for Continuous • Capacities: up to 140 GPM. grade turbine oil for lubrication Operation: Pump ratings are Tested to UL 778 and • Total heads: up to 128 feet and efficient heat transfer. within the motor manufacturer's ® CSA 22.2 108 Standards TDH. recommended working limits, By Canadian Standards • Tem e rature: • Class B insulation. can be operated continuously C Association P p y US File #LR38549 104 °F (40 °C) continuous without damage when fully 140 °F (60 °C) intermittent. submerged. Goulds Pumps is ISO 9001 Registered. • See order numbers on g p FEET reverse 130,_..._ -. .. volavailable. a e pd RfPM HP, 40r `SERIES • 3885 1201 w E15HH I SIZE '/ SOLIDS r 35 i 110 + ..._ _ ._ & 1 WE2bH I l _ I - ._..._ 3 0- too r .._1.... +.__ —P. sGPM FEATURES RPM 1750 3500 5 . i i FT • Impeller: Cast iron, semi- ° a 25 j { open, non -clog with pump -out = 80 ET? - I - i T - r t vanes for mechanical seal Tor — - -- { ^^ - 20 EOM f -.�_ ___ . protection. Balanced for > 60 _ _._ f _, smooth operation. Silicon { t f f bronze impeller available as o i 15 - 50 ' W E0H \ i I an option. .gyp W I I + - -- , - � -- i0 , _E° M 4 ��.� ® �. -_— __ t- .. • Casing: Cast iron volute type 7 . —� for maximum efficiency. zolW�a ®�� ,_r — 2" NPT discharge. 5 to i® � \ .. .__ ._. ' • Mechanical Seal: SILICON o , L 0 '. _ - _ : . I CARBIDE VS. SILICON 0 10 20 30 0 50 60 70 80 90 100 110 120 130 140 150160 GPM CARBIDE sealing faces. �— I 5 d9niy m;n1/hafXJ dYckeepc r Se rtgb g 0 10 15 20 25 30 35 m /hr Stainless steel metal parts, CAPACITY BUNA-N elastomers. Goulds Pumps 1 2002 Goulds Pumps ITT Industries Effective October, 2002 www.goulds.com ��/ 83885 i/' • SO,/ e dQlcca�.'O.�,o, • Ex,: s�rt retdc e/e d, A l£. 4.ir1.: 7 /' irrwon L s611/'ep., /oe2s /oZ s6.4- E/. = 9S, / /a of �'otfdncJc�ol S� Kam, ser4v.se, sec. 34 T .4q/94, O 777, ve St • ci'o 6e4 .79,Qcres 98.co' 0 999) M.. -o Eli v. z 90'4 0- ~ e_q o Qc Proposed so:'r /28.2.2• wY S. S'x /oR/ WsPe's4✓cci /. Two Cap) ♦ 3. 62 'ayit"orii4YAttS • ' r S�oaceda.6 2. 3 /Y "R ✓.C.Pi,oe. A 5Ses s, e a lev 5 kei 441i t e Sl.rc�bs ,'o 27 * 3Q9'ofz"sd. 5(v Pv;C force mo. r) on center bou.lde,'. Flee z /O/. L 3bowJ1Les • 9yso' • 99.w' Cohn / /. %�y �.- 475c4. yaPd•C• ai 6W/ a�i�g rf s2d c s4. cp„C. 6 u: u�e 44'7 s.• 3: e- r►&r, - C. = 99. � u)040 /b et - r1 eCor o, (/ 3.71/44e. wPo/y1 -e 'PP - ' =s 9862' prop034 -d 6c.dreorn Re.scaance • . z, -liw, SCOfsil SOIL EVALUATION REPORT l 1% . #2010 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service Attach complete site plan on paper not less than 8'/2 x 11 inc = • size. Plan must County include, but not limited to: vertical and horizontal referen - .oint (: ), direction and St. Croix percent slope, scale or dimensions, north arrow, an. .) m 3, and d tance to nearest road. Parcel I.D. Pending Please print all ' • tie,. n. Revi ed By Dat / _ Personal information you provide may b - ed •ndary purpssehiPrivacy L -w, s. 15.04 (1) (m)). 1 '//z' , /O W Property Owner 6 v � ,0 P .perty Location 7— Bast, Kernon � GOV N ..vt. Lot na SE /4, SW1 /4, S36, T29N, R19W Property Owner's Mailing Address 601-s' �O�y Lot # Block # Subd. Name or CSM# 948 Labarge Rd. S - C• 24 na Cottonwood Ridge South City State Zip Cede - one Number L. City _] Village L] Town Nearest Road Hudson 1 WI 1 5401.1 715- 386 -7775 Hudson I Cty Rd N l" New Construction Use: N Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD r! Replacement El Public or commercial - Describe: na Parent material Silty sediment,Ioamy glacial till, and clayey dolomitic limestone Flood plain elevation, if applicable na ___ _ ft. General comments Mound design, sytstem elevation 101.33ft based on contour line elevation 100_00ft Minimuum 16 inches and recommendations: AST 33 Mound sand. 1 Boring # �L I Boring (` Pit Ground surface elev. 100.00 ft. Depth to limiting factor 20 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _ GPD /ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 •Eff #2 1 0 -8 ! 10yr3/1 none sil 2msbk mfr cs lvf .6 .8 — -- — -- — 2 8 -20 7.5yr4/4 none sicl 2msbk mfr cs na .4 .6 3 20 -47 5yr4/4 f2d 7.5yr5/6 sI /scl om na cs na .0 .0 4 47- 2.5y6/4 c2d7.5yr5/6 cl om na na na .0 .0 I i i I Z I Boring # L_ Boring Pit Ground surface elev. 100.00 ft. Depth to limiting 30 in. (Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. j *Eff#1 *Eff#2 1 0 -12 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8 2 12 -30 ! 7.5yr4/4 none sicl 2msbk mfr cs na .4 .6 3 30 -57 5yr4/4 f2d 7.5yr5/6 sl /scl om na cs na .0 .0 4 57- 2.5y6/4 c2d7.5yr5/6 cl om na na na .0 .0 i .-- - -- * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD 5 < 30 mg /L and TSS < 30 mg /L CST Name (Please Print) ignature: CST Number David J. Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 10/21/2006 715 - 760 - 0347 SB0.8330 (R Oak)) r Property Owner Bast, Kennon Parcel ID # Pending Page 2 of 3 3 Boring # I] Boring ❑ Pit. Ground surface elev. 98.60 ft. Depth to limiting factor — 23 In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft . in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. .Eff#1 'Eff#2 1 0 -12 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8 2 12 -23 7.5yr4/4 none sicl 2msbk mfr cs na .4 .6 3 23 -37 5yr4/4 f2d 7.5yr5/6 sl /scl om na cs na .0 .0 4 37- 2.5y6/4 c2d7.5yr5/6 cl om na na na .0 .0 , Boring # Li 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 GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring E] Boring oring # ❑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/ft in. Munsell Qu. Sz. Cont. Color ' . Gr. Sz. Sh. •Eff#1 'Eff#2 i • ' Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD 5 < 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 in an alternate format, please contact the department at 608 -266 -3151 or TTY 608 - 264 -8777. III SBD -8330 (R.07 /00) Steel's Soil Service r STEEL'S SOIL SERVICE 3 of 3 David J. Steel Kernon Bast 994 200` St. CST- POWTSM SW1/4,SE1/4,S36,T29N,R19W Baldwin, WI 54002 Lic. #248956 Town of Hudson, St Croix Co. Direct 715- 760 -0347 Cottonwood Ridge South, Lot 24 Fax 715- 684 -3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. no( ( 4 Legend N �-� = 40' • = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • =Alt Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe /4 3 , lU / ❑ = Borings Boring Elevations -7' B1 = 100.00 ft B2 = 100.00 ft B3 = 98.60 ft B4 = 0.00 ft ( 6 "41k-71711 t f 13 v I 53" 96" 41" cn Z c �� r e m -1 •MC I I \ I ( I i s 6^ 0 DD 'l n2 • 070 O ' D A r m Z O • m 1 [n r D cn N m r n N n r m m D D ", m ` r- 0 IT-1 e•1 m I \ �\ rn m 1 a C m \Q; 44" m . . • ; I I I v I I \ D z o x c c 39 -1 m K D • Z C n m c D N n -, O I GQ —I r r Z O 07 N _ D pO �O 1 _ -i ,^ ".." ''',. ; m C r-cp V/ M z -1 -1 c - I � n m << � a) � LP f�1 °' . N U l c Z D D m < -1 -1 ' Q1 c.! ' w 0 tJi 11 0 N W / O p r � � 2 m CD ` y O N)4 O co D D K� - Op r � ` • ID m 1 j �' 6 N c N cr , '*1 r ' T J CO Cg Z O D m O O o 0 n O Zz > o DO 6 7 m C r + 0 Z XI p { m C 0.) � � m D V/ O r F z m N m \ O = WLP1200 /800 -MR SCALE: 1 " =1' REV NO. DATE: o WIESEB CONCRETE DRAWN BY:SWT O� o SEPTIC MANUAL W3716 US HWY10. MAIDEN ROCK, NA 54750 DATE: JANUARY 2001 REV, JAN. 2004 800 -325 -8456 FILE: WLP1200 /800 -MR / 3 - STATE BAR OF WISCONSIN FORM 2 - 1982 8 3 6 2 3 __ WARRANTY DEED KATHLEEN 11. WALSH DOCUMENT NO. REGISTER OF DEEDS ST. CROIX CO.. WI .RECEIVED FOR RECORD Neil L. Wilcoxson and Mar . W o, •s . .... ..• wife, Grantor 11/06/2006 12:40PK WARRANTY DEED EXEMPT # 13 K conveys and warrants to Kernon J. Bast and Donalda J. Speer — Bast, REC FEE: 13. 00 husband and wife, Grantee TRANS FEE: COPY FEE: CC FEE: PAGES: 2 THIS SPACE RESERVED FOR RECORDING DATA NAME AND RETURN ADDRESS the following described real estate in __,gt . Croix County. /<• B r Stale of Wisconsin: /Z+a ae Al ' tia D I S XJ + `_, +` �a o1 -4v SEE ATTACHED EXHIBIT A C t2t- 1toR- 4 - D0 45 PARCEL IDENTIFICATION NUMBER This i G nn homestead property. (ts) XNXX Exception to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this 3 7tf st _ day of OCtobez , A.D., 1&_2006 ' t/C /��Kr.r/ 1 (SEAL) - cv C `� `—. (SEAL) ... cv. I 0 C / P T , . W i 1 cn x'on / Mar y Wi 1 rn xcnn - (SEAL) - (SEAL) 4. . • AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, ss. St. Croix County authenticated this _ day of , 19 ersonally came before me this 3 - day of . O t, e A bv , -}9.?co � , the above named —Neil L Wilcov and M._ T W l-_____- TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by §706.06, Wis. Stats.) to me known to be the persons who executed the foregoing instr nt and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY t __ //_ / O eQy _ Kernon J. Bast . awtc l a 4- w I >v..- Notary Public, S `F - C r•', County, Wis. (Signatures may be authenticated or acknowledged. Both are not My commission is permanent. (If not, state expiration date: necessary.) } s m � ' ameia A. Willman 19 .) f . Names or persons signing In any capacity should by typed or printed below their signatures. Notary Public 1 tufi2. a STATE BAR OE WISCONSIN State of WiscdYr'Y' Loaal B k '"" l 0(,, ttIPPn ,101; 49 Iii t7i't (iW o - . ST CROIX COVNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer • • . •� Mailing Address 9 f d r NuOl ,�• Wes t.64) Szefsi Property Address 8"6 -5 / ' , / (Verification required from Planning Depanment for new construction) OZ � - -�- -LLD City/State f/vlJfidl ulKtdtOasl Parke) identification Nurrlbtr E ��� / 30gC LEGAJ.,PESCRIPTEM Property Location t/., 'V., Sec. 3i , T N -R /9 ,W, Town of I Subdivision . Lot # 2 1 / Certified Survey Mop g , Volume , Page N _ Warranty Deed $ f 6". Z , Voiumc _ r Page # I 617 Spec house g yes Q no C 2 00 Lot lines identifiable pr Q no SYSTEM MAINTENANCE improper use sad maintenanceof your strynic system could result in its ',tenuous failure to handle wastes. Proper matn same consists of pumping out the septic lank every tlnee years or sooner, if needed by a Itesnsed pumper what you pat into the system can affect the Ruction of the septic task as a treatment stage to the waste disposal system. The property owner agrees to submit to St. Croix Zoning Depanment 1. ccrtifiestiOn fort, signed by the porter and by a mastct plumber, journeyman plumber, restricted plumhet or a licensed pumper verifying that (1) the on•sne wtsltewaterdisposal system is in proper operating condition sadist i 2) after tnspet:tion and pumping (if necessary), the septic tank is less than 1/3 full of sludge. ltwe, the undersigned have read the above requirements and asree w maintain the private sewage disposal system with the standards set font'. herein. as set by the Deportment of Cumneerce and the Department of Natural Resources: State or Wisconsin Certtfcatwon %tam syrsesn has been rmaantarn..t t Must Tae Completed and trimmed to the St. t•toin County Zoning Office wteh"n 30 tisy of c year ration date. /70 /2e07 S1' A • AI APPLICANT DATE OWNER CERTIFICATION e) eeru( that all statements on etas farm arc rate to the best of ray tour) knowledge 1 (we) am (ate) the ownerts) of the ..c vc, b virtue of n w ,rranty deed recorded in Register of Deeds Office. 7 ,f.C2d 9 SI r ATV • + i APPLICANT DATE Any information that is rntsateprescmcd may result to the sanitary perms being revoked by the Zoning Depsrmtcnt. `• intrude with this application: a stamped warranty deed tram the Register of Deeds offset: o tape of the cernfied survey snap if reference is made In the warmly deed - s • . J -inc./clover/ uosuunr =Mar' dT r : rn c n Q7 'son 4 1 cgrrtmerCe.Wi.gov S afely and 13u ldings Division — I County — 201 W. Washington Ave., P.O. Box 7162 .-'/ C V G') ttil s eo n s i n Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) L j Department et Commeroe , • " ` , J _____ St Transaction Number j Sanitary Permit Application �', .r � In accordance with s. Comm 83.21(2), W. Adm. Code, submission of this form to the appro. ,. ernrncntal � ,. —i unit is required prior to obtaining a sanitary permit. Note: Application forms for state -owned PO - : •• Project Address (if different than mailing addre t) submitted to the Department of Commerce. Personal information you provide may be used for secondary f y • / i t1,; purp in accordance with the Privacy Law, s. 15.04k1)(m), Stats. _ f/ • f ), , ; , .�.''C - =4 ( r yCG- v${G:{- -4 . . 1� I. Application information Please _Print All 1 rtn ' ' /Mk Ado - J Property Owner's Name el 4 r / r f A �s _ 1 i t !,07 Property Owner's Mailing Address /- iperty Locate• 6" W Se et r/( A ,6 ST. CROIX COUNTY ,vt. Lo . City, T.i Code y p 1' mber _ /.,,5 C /., Section � /LCL,j�CrN r �� /�/ 6 Vz 9 N; R / circle D � I II. Type of Building (check all that apply) t k. : .' . Lot .f' �� _ I or 2 Family Dwelling - Number of Htdrooms f Sad, . se t s- Subdivision Name D yr .. FB C 0 eAl J0 ,r , • 4, 5,,, ,( 0 Public /Commercial - Describe Use •°-- -' ___ -_ ❑ City of n State Owned Describe Use CSM Number ❑ Village of s , ' ( r ti KTown a1' _a - 111. Type of Permit: (Check only one box on line A. Complete Iin . if ap r able) r . � New System t __.... A. �_ y � 0 Replacement System ❑ TreatmendHoadin�� Replacement Old � �� s er • iii• to Existing System (explain) . _ A . I P. List Previous Permit Number and Date Issued B. ❑ Permit Renewal ❑ Permit Revision �❑ Change of P! 1 rmit Transfer t N f Before Expiration Own - ' / , 1 V. Type of POWTS System /Component/Device: Check all at apply _ � -.al • ,r f ' ' � ❑ Non - Pressurized In- Ground ❑ Pressurized In- Ground ❑ rade LrG Mound > 24 tit. suitable soil ❑ Mound < 24 in. of statah p soil fr O holding Tank ❑ Other Dispersal Component (explain) 0 reatment Device (explain) . F' - /� J. V. Di persal(Treatment Area Information: _ Design Flow tgpd) ` l Design Soil Application Rate(gpds Dispersal Area Required (1.4 Disper Area Proposed fst4 Sys Elevation ev, is VI. Tank Info Capacity in Total k of Mauufactu • Y c Gallons Gallons , Units 6) o } • t' New Tanks 4 Tanks -., _ ,. w 2 L. u 3 1. I Lx r s, l , k.l a U ! rn t o 3 c4 J a.. Septic or Holding Tank r (/4' o By 111 !ali - M IS Dosin Chamber VII. Responsibility Statement- 1, ti ndersigaed, assume responsibility for installation of the POWTS s own on the attac d plans. Plumber's Name (Print) Plumber's Signal e 1 L MPRS Number ' Business Phone Number 42,4‹,... em S,*�� . 1 ^ 1 r v?� ? � e), l3' >- sY,c-'.9 Plumbers Address (Street, City, S Zip Code) / ,r V111. County /De artmen se OM r>♦. 7 ` Permit Fee Date Wood / issuing 4fe Signature ,qtApproved ❑ Disap• wed F f .. g ,. wn ri Reason for Denial - / IX. Con teaaotts for Duapp.roval n i� ✓ . ita.a✓ 1 3' ; , � ,, r k�.., t `}. 1. Septic tank, effluent filter and r I „ dispersal cell must all be services /maintained i-v a• r ,•, } -:--- -" :4-1_ . .. C' c` A-- as per management plan provided by plumber. (/...4,,,,` �. y, 4 C . t !rte _. 2. All setback requirements must be maintained ` `' Attack to complete plans to. the system and submit to the County only on paper r.ot less than 8 111 x 11 inches in size / J f r��t'3 J —' - .( • SOD -6398 (R. 01/07) Valid thru 01/09 y r ` / r ; de ny+.•;, • w "' F • 5. /eda /ua-'o.> ♦ EX,3-6 yra_de e /ed, -Z -6 6 , _ Sca / r se' ____ i, P. A OF4 0 %A Cr 111M111•1111111 / B.M.: 7'ooa crnon 6u610cero., /oe.zV /et Ste- F/. r 9S. /7 ' /014- ore e 5: N S�YS/.54.)/�/ sec. 34 7 't, A ql9k2 U T . 0 .dsa», s.e - Cor a., .Ji 6tiay Z-, 79.4c-r'cs 9 - 9 -a ° 3 ,a E(c v� o % `"s, ` Q. p ecPoscd otoand a.6- A- 0. .27 ;r /J4 . • �.„ <..y it ;r//Z.sv' dts fie rsa/ce.dz Tivo e 's , , /ateet /J a f di! x S-5: vs v`Y/g "or -A4ca %.. II . • Ti Of 5,a..ceda.L 476; 3 /� "R✓.e. P.;oe. 4.5Sk on � e. leaf 8 1 _ = idt).c,.' 5 k ct-t ' iota c s 5krab3 Ale .2714 ... 1 41k 340'01'2 - c.4. s ic) Pd. Cc raroz. a; n lb. C.01.: Ora or. pa ; nt 17 la ze on eo jte, bouldc€. Eke. _ /0/.97' A f7. ' 3box)J ♦99,so. Safety and Buildings 4003 N KINNEY COULEE RD commerce.wi.gov LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 1 sco n s' n www.commerce.wi.gov /sb/ www.wisconsin.gov Department of Commerce Jim Doyle, Governor Mary P. Burke, Secretary October 03, 2007 CUST ID No. 227990 ATTN: POWTS Inspector WILLIAM C SCHUMAKER ZONING OFFICE SCHUMAKER PLUMBING ST CROIX COUNTY SPIA 1070 SCOTT RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 10/03/2009 Transaction ID No. 1468624 SITE: Site ID No. 730948 Kernon Bast Please refer to both identification numbers Town of Hudson above, in all correspondence with the agency. St Croix County SE1 /4, SW1 /4, S36, T29N, R19W Lot: 24, Subdivision: Cottonwood Ridge South FOR: Description: Mound / Three Bedroom / Sloping Site Object Type: POWTS Component Manual Regulated Object ID No.: 1154972 Maintenance required; 450 GPD Flow rate; 20 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01), Pressure Distribution Component Manual - Version 2.0, SBD - 10706 -P (N.01 /01); 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, (+n11n!'}fl stats. App The following conditions shall be met during construction or installation and prior to occupancy or use: i ` Reminders DE AR£hlT( eminders p N OF • This system is to be constructed and located in accordance with the enclosed approved plans and with the SEE CORRE 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 WILLIAM C SCHUMAKER Page 2 10/3/2007 • Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be on -site during construction and o• en to inssection b authorized re . resentatives of the Department which ma include local inssectors. 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 WiSMART;code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday charles.bratz@wisconsin.gov cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726 -2544 , Friday, 7:00 A.M. To 3:30 P.M. CO MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN o Residential Application LU N INDEX AND TITLE PAGE W ; m U ° oes W Project Name: Kernon Bast 3- bedroom residential mound � 0 Q Owner's Name: Kernon Bast Owner's Address: 400 South Second Street Hudson, WI 54016 Site Address: Pending Legal Description: SE1 /4 SW1 /4, Sec.36, T.29N., R.19W. Township: Hudson County: St. Croix Subdivision Name: Cottonwood Ridge South Lot Number: 23 Block Number: Na Parcel I.D. Number: Pending Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank n�t Page 5 System maintenance specifications .Y Page 6 Management and contingency plan VE "� Page 7 Pump curve and specifications COMMERCE Page 8 Site Plan n rr , NGS Page 9 Attached soil evaluation report _ �� PONDENC Designer: Bill Schumaker License Number: 227990 Date: 09/25/07 Phone Number: (715) 386 -3121 Signature: 42 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 5.1 (R. 06/06) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet • Site Information (R or C) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 83 -44 -3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of <= 36 inches. 450.00 Design Flow (gpd) 3.00 Site Slope ( %) 99.82 Contour Line Elevation (ft) 20.00 Depth to Limiting Factor (in) 0.40 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 112.50 Dispersal CeII Length Along Contour (ft) = ( 4.00(Cell Width (ft) 1.00 Dispersal CeII Design Loading Rate (gpd /ft 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest •oint in the distribution Y Pressure Disribution Information network? Enter Y or N (C or E) C Center or End Manifold 0.00 Lateral Spacing (ft) If N above, enter the elevation ft 2 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) 1.75 Estimated Orifice Spacing (ft) = ( 7.03jft /orifice 2.00 Forcemain Diameter (in) 300.00 Forcemain Length (ft) Does the forcemain drain back? I Y ( 88.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 48.94 Forcemain Drainback (gal) 12.65 Vertical Lift (ft) 50.87 5x Void Volume (gal) 4.58 Friction Loss (ft) 99.80 Minimum Dose Volume (gal) 0.00 In -line Filter Loss (ft) 26.36 System Demand (gpm) 23.73 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 1.00 1.50 1.25 x 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information 602.82 Total Tank Capacity (gal) 1000.00( Septic Tank Capacity (gal) 51.00 Total Working Liquid Depth (in) Wieser Concrete (Manufacturer 11.82 gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 602.82 Dose Tank Capacity (gal) PolyLok Filter Manufacturer 11.82 Dose Tank Volume (gal /in) PL -525 Filter Model Number Wieser Concrete 'Manufacturer Project: Kernon Bast 3- bedroom residential mound Page 2 of 9 Mound Plan and Cross Section Views T 1/10 B J • Observation Pipe ©' • • L II Mound Component Dimensions A 4.00 ft E 17.44 in H 1.00 ft K 9.56 ft B 112.50 ft F 9.50 in 1 9.05 ft L 131.61 ft D 16.00 in G 0.50 ft J 7.22 ft W 20.27 ft 450.00 (ft Dispersal Cell Area 1468.06 (ft Basal Area Available 4.00 (gpd/ft) Linear Loading Rate 11.25 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.95 (ft) - -■ ,,!!!lf..... G H :!!!!!!! 2!!l l, S F Dispe C r!ell 101.65 (ft) Lateral 101.15 (ft)_ ' Invert • Dispersal Cell o Elevation E : ]] D :1 ...e> ...\,.:...k.. • ,4..4 l .1 'l . .}, : `-c -•=!% ` 1 f {• ,- -; -• - - . • , -.."- . .. •c ".f ,,� ..C 4 � '•.,, • 99.82 (ft) Contour Elevation 3.0 % Site Slope Geotextile Fabric Cover Shading Key '$ c° ( 1— Dispersal Cell See lateral details on 0 — Topsoil Cap c S. 1.5 ft ................;„:........„... .r Page 4 for number, size, 1",':'(."./.'1 Subsoil Cap o c ` s � �..•; and spacing of laterals. T E : : :. ' :I ASTM C33 Sand r 1° e f = :u . r " pe `:° F Laterals are equally �'•• �° 0.5 ft 3..{ � Tilled Layer d m .,:::*" Lateral .: - .•- .•- .,- ,• -. - , '_' spaced from the _ °• ;°: ;•: ; °: �: , °::: •. distribution cell's © r::_1.7.:4.' _1 Aggregate a o `• °j� °�� �r�• °a�:° ' ': centerline in the * A -- 0 distribution cell (AxB). Project: Kernon Bast 3- bedroom residential mound Page 3 of 9 Center Connection Lateral Layout Diagram 1< P >1 • • IF X- 9IEx#2 11/2 +I Laterals & force main of PVC Soh 40 (per COMM Table 84.30 -6) Holes drilled on t he bottom of the lateral. • = Turn-up vdbativatveorGIesn out plug equally spaced Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 1.76 ft Lateral Length (P) 55.44 ft Orifices per Lateral 32 Lateral Spacing (S) 0.00 ft Orifice Density 7.03 ft /orifice Lateral Flow Rate 13.18 gpm Manifold Length 0.00 ft System Flow Rate 26.36 gpm Manifold Diameter 0.00 in Total Dynamic Head 23.73 ft Forcemain Velocity 2.69 ft/sec Dose Tank Information Locking cover with warning label and locking device and — sealed watertight Electrical as per NEC 300 and —I► Comm 16.28 WAC S 1- 4 in. min. -------- Disconnect • Tank component is properly vented " E[ ❑ E < Alternate outlet location 1 b Forcemain diameter Wieser Concrete Manufacturer :::::._.11 2 in. Capacity 602.82 Gallons Volume 11.82 gal /inch A Weep hole or anti - Dimension Inches Gallons i B siphon device A 28.56 337.54 B 2.00 23.64 C i Pump off elevation (ft) ___t__ C 8.44 99.80 1 89.001 D 12.00 141.84 D Total 51.00 602.82 Do se tank elevation (ft) 3" Bedding un er tank. ( 88.001 Alarm Manuafacturer LevelArm I Alarm Model Number DLV 1 Pump Manufacturer Goulds Pump Model Number 3871 EPO4 I Pump Must Deliver 1 26.361gpm at 1 23.731ft TDH Project: Kernon Bast 3- bedroom residential mound Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name Bill Schumaker Phone (715) 386 -3121 POWTS Regulator's Name St. Croix County Zoning Dep't. Phone (715) 386 -4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1000 gal Maximum TSS 150 mg /L Soil Absorption Component Size 450 ft 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 years 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 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 mound 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 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 6 -8" Diameter Lawn . • . �' • : •' ' ' Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve • Distribution ' • • • • • • • Lateral --� Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Kernon Bast 3- bedroom residential mound Page 5 of 9 Mound 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- 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 Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. 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 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 filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October- February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg /L BOD 150 mg /L TSS, and 30 mg /L FOG for septic tank effluent or 30 mg/L BOD 30 mg /L TSS, 10 mg /L FOG, and 10 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, 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 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. Project Page 6 of 9 M GOULDS PUMPS Submersible Effluent Pump — � ° MODEL .4, 3871 EP05 APPLICATIONS • Fully submerged in high • EPO5 Impeller: Thermoplas- • Bearings: Upper and lower Specifically designed for the grade turbine oil for tic enclosed design for heavy duty ball bearing lubrication and efficient improved performance. construction. following uses: heat transfer. • Effluent systems • Casing and Base: Rugged • Homes Available for automatic and thermoplastic design provides AGENCY LISTING • Farms superior strength and corrosion manual operation. Auto- SP' Canadian Standards Association • Heavy duty sump matic models include resistance. • • Water transfer Mechanical Float Switch • Motor Housing: Cast iron Goulds Pumps is ISO 9001 Registered. Dewatering assembled and preset at the for efficient heat transfer, factory. strength, and durability. SPECIFICATIONS • Motor Cover: Thermoplastic FEATURES cover with integral handle and • Solids handling capability: float switch attachment points. 74" maximum. • EPO4 Impeller: Thermoplas- • Power Cable: Severe duty • Capacities: up to 60 GPM. tic Semi -open design with rated oil and water resistant. • Total heads: up to 31 feet. pump out vanes for mechanical • Discharge size: 1 NPT. seal protection. • Mechanical seal: carbon - rotary/ceramic- stationary, BUNA -N elastomers. • Temperature: 104 °F (40 °C) continuous 1 40°F (60 °C) intermittent. METERS FEET • Fasteners: 300 series 10 stainless steel. 9 - 30 , . _■ + -4--5 GPM • Capable of running dry without damage to 8 - A 25fi components. .23 73' 25 . c Motor: i • EPO4 Single phase: 0.4 HP, u 6 20 115 or 230 V, 60 Hz, 1550 c RPM, built in overload with > 5 automatic reset. 15' a 4 • EPO5 Single phase: 0.5 HP, EP05 o 115 V or 230V, 60 Hz, 1550 ~ 3 10 l RPM, built in overload with automatic reset. 2 - EPO4 • Power cord: 10 foot 5 I standard length, 16/3 1 - • SJTOW with three prong g g P g p i 0 p0 10 20 __. 30 40 50 GPM roundin lu 0 tiona120 foot length, 16/3 SJTW with .2 (0,36 • . �;ra;.� a m s Pa 1"74/e three prong grounding plug 0 2 4 6 8 10 O 12 m /h (standard on EPOS). CAPACITY Goulds Pumps s 2002 Goulds Pumps ITT Industries Effective September, 2002 • 70,e L B3871 IC/C� f soi/ el/a/c(a.. •On,o, • EX, 5.e.rry 9 rade e%✓ Scale: /=f1D' ,116. 4./0.: 773:10 t / croon 613 6 /irep., /0e26/, /of S4a1 . kl. = f5,./7 , /aiof e.)a / So4.t4, seyvswyi ,kc. 3G, T. z9 /4, A i9 , 777. 4"A44 o' c , 56 - cfoi r �'a .,'.)/. be/7 2. - ,ril:rl,vu,.- 99.4' 3/sr".d.c 04. • ay P y e--41,/_. S "! / C�`io - . O� �U, - , ,,. `yy ` 62. %•6 5 a '7 cr P roPostd /gonnd a,62,0..27' /. W' ∎ -, • •• dr a n s ) (.44/ u ,e//2..57.)1 p , J n /afei'a /sad /%�."xssyv KY�fg on - s -� - -- ' Ti ,S /.76' 3 /V4 R ✓.C.1oiioe, 81 A iMillib■ 511 ti-ice b+.Ct Aial ioe,z7', " of' 2 "scL Sid f AorGe rVt.ai n (6.6411.: Orane. Pant bla to on certtei bou./d cr. Pep! : /01.97' At 99 ' 3664,44es £99.so • 99 iii • ,Li X6 p2sod0id 2 sly wo .sp S p -no dQ cJ y �9 -yd ** am" ' atI/i s /J ca,► : b w- as9 /op�'► Cr) 66�s � /'n 9 - , jc , 1 pascdo✓d i ' . ''' NV SOIL EVALUATION REPORT p_AuLio #2010 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service • Attach complete site plan on paper not less than 8'% x 11 inc :: size. Plan must County e to on and include, but not limited to: vertical and horizontal referen - •oint (: St. Croix c percent slope, scale or dimensions, north arrow, an. .r ,j :1, and d tan lance to nearest road. Parcel I.D. Pending Please print all ' - • f • n. Reed By Dat Personal information you provide may b ed •ndary purpp{Privacy L -w, s. 15.04 (1) (m)). I //Z /O Go Property Owner 4 6 . P , perty Location 7-- Bast, Kernon ND GO"- N: 'lit. Lot na SE /4, SW1 /4, S36, T29N, R19W Property Owner's Mailing Address O m' g G� Lot # Block # Subd. Name or CSM# 948 Labarge Rd. S • 24 na Cottonwood Ridge South City State Zip C de ' one Number ❑ City f 1 Village ❑ Town Nearest Road Hudson j WI 1 5401. 1 715 386 - 7775 Hudson I Cty Rd N New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: na Parent material Silty sediment,Ioamy glacial till, and clayey dolomitic limestone Flood plain elevation, if applicable na ft. General comments Mound design, sytstem elevation 101.33ft based on contour line elevation 100.00ft Minimuum 16 inches and recommendations: ASTM n Mound sand. 1 Boring # ❑ Boring Pit Ground surface elev. 100.00 ft. Depth to limiting factor 20 T in. Soil Application Rate Horizon I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff #1 *Eff#2 — 1 0 -8 10yr3/1 none sil 2msbk mfr cs lvf .6 .8 2 8 -20 7.5yr4/4 none sicl 2msbk mfr cs na .4 .6 3 20 -47 5yr4/4 f2d 7.5yr5/6 sI /sci om na cs na .0 .0 4 47- 2.5y6/4 c2d7.5yr5/6 cl om na na na .0 .0 2 Boring # D, Boring f Pit Ground surface elev. 100.00 ft. Depth to limiting factor 30 / in. Soil Application Rate Horizon I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 - Eff#2 1 0 -12 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8 2 12 -30 7.5yr4/4 none sici 2msbk mfr cs na .4 .6 3 30 -57 5yr4/4 f2d 7.5yr5/6 sl /scl om na cs na .0 .0 4 57- 2.5y6/4 c2d7.5yr5/6 cl om na na na j .0 .0 t — * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD 5 < 30 mg /L and TSS <30 mg /L CST Name (Please Print) ignature: CST Number David J. Steel / 248956 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 10/21/2006 715- 760 -0347 SBD -8330 (R. 07/00 Property Owner Bast, Kernon Parcel ID # Pending Page 2 of 3 3 ❑ Boring Borin g # ® Pit Ground surface elev. 98.60 ft. Depth to limiting factor 23 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -12 10yr3/1 none sil 2msbk mfr cs lvf .6 .8 2 12 -23 7.5yr4/4 none sicl 2msbk mfr cs na .4 .6 3 23 -37 5yr4/4 f2d 7.5yr5/6 si /sci om na cs na .0 .0 4 37- 2.5y6/4 c2d7.5yr5/6 cl om na na na .0 .0 Boring # 0 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 GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I *Eff#1 *Eff#2 Boring # ❑ Boring 0 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/ft in. Munsell Qu. Sz. Cont. Color " • Gr. Sz. Sh. *Eff#1 *Eff#2 1 * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 <150 mg /L * Effluent #2 = BOD 5 < 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 in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R. 07/00) Steel's Soil Service • 1 • •STEEL'S SOIL SERVICE 3 of 3 David J. Steel Kernon Bast 994 200 St. CST- POWTSM SW1 /4,SE1/4,S36,T29N,R19W Baldwin, WI 54002 Lic. #248956 Town of Hudson, St Croix Co. Direct 715- 760 -0347 Cottonwood Ridge South, Lot 24 Fax 715- 684 -3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. ` ----- ' 61----- no( 1 t// --G,i , Legend N 1 " = 40' d • = Benchmark Ele. 100.00 ft �� '' y Top of 3/4" pvc pipe ' • = Alt Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe F", 6 , 3 i s, / ❑ = Borings 1 / Boring Elevations :, B1= 100.00ft B2 = 100.00 ft B3 = 98.60 ft 4.. B4= 0.00 ft ' 6-2) . O. 441 1\7„, (0 1 ( I3 V. / / ' Z:Y ?/ o y0 z... Vi isconsin SOIL EVALUATION REPORT #2010 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings - -- Steel's Soil Service County Attach complete site plan on paper not less than 8'A x 11 inc :: size. Plan must St. Croix include, but not limited to: vertical and horizontal referen •oint (: ), direction and percent slope, scale or dimensions, north arrow, an. .r ,i 1 and d tance to nearest road. Parcel I.D. Pending Please print all ' - • n. Revi ed By Dat9 Personal information you provide may b- . ed Property Kernon s ondary purrpga L -w, s. 15.04 (1) (m)). 1 / / / Z8 • /O (p Owner 0 I cp \ - - � P , vt na erty Location 7 Bast SE /4, SW1 /4, S36, T29N, R19W Property Owner's Mailing Address GA Lot # Block # Subd. Name or CSM# 948 Labarge Rd. S ' 24 na Cottonwood Ridge South City State Zip C, de • one Number L - 1 City fl Village IN Town Nearest Road Hudson 1 WI 1 5401. 1 715- 386 -7775 Hudson 1 Cty Rd N N New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD [I Replacement L_J Public or commercial - Describe: na Parent material Silty sediment,loamy glacial till, and clayey dolomitic limestone Flood plain elevation, if applicable na ft. General comments Mound design, sytstem elevation 101.33ft based on contour line elevation 100_OOft Minimuum 16 inches and recommendations: ASTMS Mound sand. r, t 1 Boring # LI Boring Z Pit Ground surface elev. 100.00 ft. Depth to limiting factor 20 / in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 10yr3/1 none sil 2msbk mfr cs lvf .6 .8 2 8 -20 7.5yr4/4 none sicl 2msbk mfr cs na .4 .6 3 20 -47 5yr4/4 f2d 7.5yr5/6 sl /scl om na cs na .0 .0 4 47- 2.5y6/4 c2d7.5yr5/6 cl om na na na .0 .0 ❑ Boring 2 Borin g # 'Z Pit Ground surface elev. 100.00 ft. Depth to limiting factor 30 / in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -12 10yr3/1 none sil 2msbk mfr cs lvf .6 .8 2 12 -30 7.5yr4/4 none sicl 2msbk mfr cs na .4 .6 3 30 -57 5yr4/4 f2d 7.5yr5/6 sl /scl om na cs na .0 .0 J 4 57- 2.5y6/4 c2d7.5yr5 /6 cl om na na na .0 .0 * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L *Effluent #2 = BOD < 30 nn /L and TSS < 30 mg /L CST Name (Please Print) ignature: CST Number David J. Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 10/21/2006 715 - 760 - 0347 SBD -8330 (R.07 /00) Property Owner B ast, Kernon Parcel ID # Pending Page 2 of 3 • P Y a cel 3 Boring # Boring ❑ Pit Ground surface elev. 98.60 ft. Depth to limiting factor 23 m. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. _ *Eff#1 *Eff#2 1 0 -12 10yr3/1 none sil 2msbk mfr cs lvf .6 .8 - 2 12 -23 7.5yr4/4 none sicl 2msbk mfr cs na .4 .6 3 23 -37 5yr4/4 f2d 7.5yr5/6 sl /scl om na cs na .0 .0 4 37- 2.5y6/4 c2d7.5yr5/6 cl om na na na .0 .0 Boring # EI 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 GPDIft in. Munsell Qu. Sz. Cont. Color 1 Gr. Sz. Sh. *Eff#1 *Eff #2 Boring # El Boring El 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/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 <150 mg /L * Effluent #2 = BOD 5 < 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 in an alternate format, please contact the department at 608-266-3151 or TTY 608 - 264 -8777. SBD -8330 (R.07 /00) Steers Soil Service STEEL'S SOIL SERVICE 3 of 3 David J. Steel Kernon Bast 994 200 St. CST- POWTSM SW1 /4,SE1 /4,S36,T29N,R19W Baldwin, WI 54002 Lic. #248956 Town of Hudson St Croix Co. Direct 715- 760 -0347 Cottonwood Ridge South, Lot 24 Fax 715- 684 -3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. `� / - no (f � ( / t Legend N • Th 1" = 40' • = Benchmark Ele. 100.00 ft �� �`�' Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe 19, 3 _ / ❑ = Borin k. f f Boring Elevations B1 = 100.00 ft A 7y, B2 = 100.00 ft B3 = 98.60 ft 4- � B4 = f 0.00 ft li cc, ' 0 1 Q51-iniOr /31 l la-5 fr l-e.V '7 111 / . v k n ,x t d04 eil `"', e X x 1049.0 W I 14 50.6 '6 If . ______ 0 4 3= .4_... i X • � i. 1 ~` _ °- 1060.7 1O4 1 ; �, C L:e. l diJ ),, �'� ir.,�` .4 • ��N U Q L � 17© ° a 2 p\ l h 1061.4 Ilk. X I _ t , 55556 s q. ft C.B.A. = 2 .1 AC. LB0= 105 24� X .79 AC 1063.8 ,0 1 •7 Sq. ' IF • C.B.A. 2.7 AC. X ^ h • 1060.8 , 2.64 ' res ^ 1 14792 - . ft to 23 C.B. = 2.6 ' C. .20 Ac � 111011r. , 9 �: 90 sq - - ft \ „` � C.B.A. 2.2 AC. 1 Q \ X 41/4 1;9/ :6 8 2' A i X 4A 1 , -et.4 -2 ' --- .. 211. Re 1040. l e , _ 11 1P- Vik• l ' '' *111 4 ,..1110 - 116 x , 55 1 . \ \ 10.00' 1041 \� v 1 7 ` N ` \IQ r PREPARED FOR: COUNTY PLAT KERNON BAST SPEER.BAST COTTONWOOD SOUTH 918 LBBAROE ROAD HUDSON. WI 54016 ■ LOCATED IN PART OF THE OF SW1 /4 OF THE SE1 /4, IN PART OF THE SE1 /4 OF THE SW1 /4 AND PART OF THE NE1 /4 OF THE SW1 /4 OF SECTION 36, T29N, R19W, TOWN OF HUDSON, ST. CROIX COUNTY, SURVEYOR ry EDWIN 0.furvum WISCONSIN; INCLUDING LOT 1 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 6, PAGE 1642. NORTHLAND SURVEYING, INC. LOCATION SKETCH E 858 A HWY•65'1 P.O. BOX 1 a D LEGEND n ROBERTS. WI 54023 Q PHONE ]15)041718 5 A fAX )15] .09 -1]19 WE IRON nee,w,auxo — ENGINEER p IGNING KIP JOHNSON? L. a.3m uls. PPP .n•n FOm 12. _�_ ° AzCAINC. W 11 I.sa Les FTR UxuR EO°r Y • IcxlxG y Z 2920 ENLOE STREET HUDSON, WI 54018 3 O - PHONE 715.381-5277 m J L•s11B swim NAIL FOUND a a FAX ),5381 5338 Sa w °w "Y R aETeACNUxE ' " — Mr �ILLII ,2 UTILITY N LAgc,oNSiH, GTYAw DRAINAGE EASEMERT r e u ■ R: ) ; y 64 L D „D OPENING E�.Anox 3 / // / ,l, 6CON ,OQ 11. .0 WATER USE ELEVATION _— — • '�. ° y O SU ! / / -_ __ _. 191.•W NA 1 ORDINARY mon OATEN MARS SECTION 36, T29N, R19W I i 1,0 '104113 I ihJR .- / ,g'I I l Qi / C`Ot40 avirlC )U S NlLX- 2 i ) Or 1LGOSD LAL)Di 7C�W i @OTT(411P7(5)D'7 f,311WII 1 k ' / I rifl u' nU['«10O 1N1 — -- I 3i - - -- • . ss� L (J T©G'J1M'!OOD LR3DOI L M� ° ^ 967.96• _ _ n,C777 9 NOTE. _ Nry H iGNwA ----- a LANDS INUNDATED. ILO T y NA,URA1.YD000RRIND n gi I ''''r uN ' N 9IO.°:wAT N " ,B Ea O xEwJBOONSH EnA = �s y d ti - Puf:WoSroacmlxE 1Y , w4^ 9 .:-- 11 •`2! „, ` , e r l 2�i D Nrp NO )whey N76 = <�, Q1 TE S¢T..aN 19 / mow THE �o SAOAL y — onaNARrR CH = M. _ Jl 7 .._.._. _. �' yk5 wATER MARK antra.' SG. rr `. 18 LBD w ;,) s Se .2o SOFT. 11 G°LE'•xox =,wLaA �9 Lw. IN v 3.S9 /Nees --leer SEE NO.A g a W@)L. ( G'43°9 LAJi•; 9 .......... r B — — - - _ _ R 111 S � A A 24 1a Z 25 " W 7 t El i 412, ELEVATION 2 .10E9 53-- < 17 � ., a a P �. o e 2 0 s" 21 E g Iao.,D,]D3 091042.03 SG rr . m 23 fi a wE.,Da ` a 9 9R9DEG F • , .Y 7 0 . ry tk . 2 NV 2 TsRAP¢o TURNABOUT IS -L] E3. E LI I Li s j RF `—�`D 5 .9:AS'. L TTNEEHOOF � /. O C R ;. SETTLEMENT Oxrv¢coxrMxE TOP oF SSS ___ WITHIN THEMORTaPwATAND i .. —_ ' - - -- - - -- ...-- - -. -.— — °,.`°". 1 0) .. wNLBE REMOVED .11 TIME OE a zm�x 1 � EXTENSION. - 1 "' 39 s3D.BD , Ro.DE w F — :oROFREDAP — a 11 w 10 ..... EIArA IB3.M IB: H E� IT Iii 7 at, 33. u 3 . g } TED THIS INCLUDES BUM NOT LIM z.,9 A.,.. R E _ ° A g ' 9L39DSG 15 D _ — 1 _ Leo - '.0009 z uAZl°z S . 0 4 8 m E F 1 41 d , r i -, WIDE _. + _ y 4 Leo' "°° F 'LI t. I OUTLOT/ t 2 ' .' I/ 4I — I d } � tt �, EM ' , NOTE: MD WHICH WOULD WIN ON CHNbE TIM O IE 6 O I / D PR A M D H4" _ • _._ x OF THE APPRO°co COMPREHENSIVE , i 1 2 I C , ; 11 (1 I F B I )� +" wptR $ WA EAnox wAT¢R DRAIxw¢Axe SOIL EwslGx PLAN FOR „ S P O .E sire” OT. I10 la —r °ULamauwei,oesnwsmo,ALT.RJ0G RUIN w — ONE.aAYAxSNMERRAx,INGIN ANY D.5I1AGE 13 xwM ANT ERRU EASEMENTS. , " ` . _ ' „•,sal - "wG, 04E00 • 00005, MUMS, wATEx ,rERIS.9ERMSDP ` k �� " __ .. .I'. Gy�,� . 9wOORxER I y w WATER • sECroN3e BELLY 1 Nw 1 N 1. 93 .' a ] )5' 1169 13111,601 . "� - D IN EASEMENT RECO D500C NO. " HE SVnx +43N,L5t, sxA COER ry69°33'25'E woe 3o.w 4 NA ._ N89 ° 50'23 E 1316.60 ,4d; u,Mln =1 1326.90' - • unulTUSEMUm 1 Ml,\ll. [S.:\S'S7�'0 Il L�7D I - SHAPED TURNABOUT IS . 011E G Gg; GINLOr :RIArTEO FORrxELOCAnoN " No POLE OR BURrEacABLE3 APE TO eEPUe¢ °SUCH - - ---'------------ -- -'-'--' LOCATED THE ENO OF WITHIN THE RIONT.OF.WAY AN. LOTS 0, 7.. 9.10 A II. OWNERS OF SAID NATURALLY OCCILANINO THAT THE SCR WALE.. DANE CONTAINED oFTRECwAMDx SEVxe1L -gc. FOR \. ' c oiSrURBAANCEOF of ev STAKE" ROAD EIRINSI °x. rIMEaF ow"ERSNIE IN SAID 0,x.01 °UA` 1• ti , SUBJECT PUBLIC TRUST TO EWISCON WILI BE REMOVED AT BY ANYONE le A VIOLATION OP 0 DESIGNED FOR 2A BEDROOMS • WISCONSIN STANTES.IITILLIY EASEMENTS AS HEREIN ...COMMON SEPTIC SYSTEM IS SERVE THEME. UT �ESFLAv HER BODIES I To.. °soR DOM xousE IR , wE MAP OLATI IS SUBJECT ` EACH PARCEL SHOWN ON INIS TO STATE, COUNTS AND TOWNSHIP LAWS, RULES AND 1 REGULATIONS o.K. WETLANDS, MI ximIAA LOT SIvo. ACCESS TO PARCEL, ETC, BEFORE PURCHASING ON CROIX COUNTY TOWN WAND FOP AIONC¢F'c AND URROPRMiE suoJocr 10 SItORELANO ZONING CONTACT THE MONO r COUNTY REQUIREMENTS. ANION BUILDRO x SAID LOTS TO DETERMINE SCALE IN FEET 1" = 100' 100 0 100 200 SHEET 2 OF 3 SHEETS MIS INSTRUMENT DRAFTED BY SEWN REED JOB 0.0. DATE 01.1.7 Parcel #: 020 - 1479 -24 -000 10/27/2009 10:04 AM PAGE 1 OF 1 Alt. Parcel #: 36.29.19.3045 020 - TOWN OF HUDSON Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 09/25/2007 0 Tax Address: Owner(s): 0 = Current Owner, C = Current Co - Owner O - HAYES, BRIAN J & MOLLY M BRIAN J & MOLLY M HAYES 850 SETTLEMENT DR HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): *= Primary Type Dist # Description * 850 SETTLEMENT DR SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 2.790 Plat: 11- 023 - COTTONWOOD SOUTH LOTS 1/26020 -07 SEC 36 T29N R19W PT SE SW & PT SW SE Block/Condo Bldg: LOT 24 COTTONWOOD SOUTH LOT 24 Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 36- 29N -19W SW SE 36- 29N -19W SE SW Notes: Parcel History: Date Doc # Vol /Page Type 01/16/2009 886791 WD 09/26/2007 861243 AGREE 09/25/2007 861165 11/23 PLAT 01/28/2005 786109 2739/316 WD more... 2009 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 05/26/2009 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.790 88,200 278,000 366,200 NO 05 Totals for 2009: General Property 2.790 88,200 278,000 366,200 Woodland 0.000 0 0 Totals for 2008: General Property 2.790 88,200 180,800 269,000 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