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0 to p I,' 3 v n r� d L/1 I O (n T T H Z o A C 3 p 1p to N SrJI Cf y 91 01 cn O 7 ID 3 3 C N 1 '1 3 IV N FN m --4 CL io fJ o m - L" -� x C O C C 3 O! j OD N 0 N N a 3 7 7. N 3 V p p n 3 3 CD p O o c m o m A� o tO3 y 3 Z o cn v D CL IN a O CD ID 3 ° o o `, CD O ° 00 t Z o o O y ,; m e CD °o ' °p ' 3 .°. c CL O O O o l i �' tr N ( + y N N W ! o O D Oaf CD 3 _ m D O V < A N p M O D D 0 5 CL I "vA• N I N ? -1 CO) w C A Z ID _ X Q U) Z � OD « Z O 0 rT (A a 3 Z m � A 0 3 2 D 3 ° c o- a Zao o. y fD N C m y y OZ L1. C! p 7 N N y N S a� z CL (P7 0 o 0 H N a cz 3 a ti I w I i 0 o I 1 � to O I Pam Quinn From: Tom Nelson [spirit @frontiernet.net] Sent: Thursday, June 03, 2004 12:25 PM To: Kevin Grabau Subject: Re: lot for Lenertz Attachments: Len kinsitpinOO4abcdefg. pdf M M Lenkinsitpin004abcd efg.pdf (24... Here are the revisions to lot 4. I believe the problem occurred when I changed the resolution of the graphic so as to have a smaller file to send. This one was not changed, but I did include the distance requested as well as enlarged the numbers. Tom - - - -- Original Message - - - -- From: "Kevin Grabau" <KevinG @CO.Saint- Croix.WI.US> To: "Tom Nelson" <spirit @frontiernet.net> Sent: Thursday, June 03, 2004 10:08 AM Subject: RE: lot for Lenertz Tom, Thanks for getting on this right away. I do have a few concerns, and need a little more info: LOT 3: 1. B1 an B4 are both shown to be 45' off the lot line, but B4 is downslope on a different contour 2. a measurementis needed for the actual distance between B3 and Bl along contour, for accurate system design 3. there is a measurement of 114', is this for distance of B1 from west PJL? LOT 4: 1. overall, the sizing of everything is too small to read. Could you please enlarge all the numbering etc. Copies need to go to the State, and when copied, they are not legible. 2. actual distance between B3 & B4 is needed; again, for system design Also, just another note on LOT 3, is this the only area? I know that lot 4, from Leroy's on -site, was the only area that was suitable. I guess the new lot owner is not happy that the mound is in the front yard, and wanted to know if other areas of the lot had been explored. I could not remember. Could you please make these correction. The "troups are restless" for these lots to move ahead for system designs. Thanks Tom, Kevin - - - -- Original Message---- - From: Tom Nelson [mailto:spirit @frontiernet.net] Sent: Wednesday, June 02, 2004 9:12 AM 1 f To: Kevin Grabau Subject: Re: lot for Lenertz Kevin, I was able to find my field notes, so here are the corrected site plans for lots 3 and 4. I do hope this subdivision goes away now:) Please let me know that you received them Tom - - - -- Original Message - - - -- From: "Kevin Grabau" <KevinG @CO.Saint- Croix.WI.US> To: <spirit @frontiernet.net> Sent: Tuesday, June 01, 2004 11:34 AM Subject: lot for Lenertz I Tom, I contacted quite a while ago about lot 4 -D, for Lenertz. There was no scale on the plot plan for your soil test. I had talked to you and you called back telling me that it is a 1" = 50'., but that does not scale out correctly. I was out on site with Dave Fogerty after the road construction, about a month or two ago, verifying soils, and site to make sure it was not screwed up from the road construction. We had to shift the site a little, but found enough room. Problem, the State won't accept the soil test with the scale on it, to verify adequate room for the system. The soils were very poor to the east of the site that we had when Leroy Jansky was out there with us. I need a plot plan with the correct scale or dimensions on it. I also need one for 3 -D. The scale of 1" = 50' is not working out. The contractor is getting upset since the permit is being delayed. If you need to, could you please revisit the site to confirm /fix the scaling and dimensions. It may be best to give Dave Fogerty a call, since he has all the specifics of system layout, etc. His cell # (651) 402 -2106 office # : (715) 635 -9609 Thanks, I know everyone is chomping at the bit here. I had thought from our conversations that you were going to submit a revised plot plan. Could you please submit them for both of these lots. Thanks Tom, if you have any questions or concerns please call! Kevin Grabau St. Croix County Zoning Department 1101 Carmichael Rd Hudson, WI 54016 715.386.4680 keving @co.saint - croix.wi.us Zoning Department Web Page <http: / /www.co. saint - croix.wi.us/ Departments /Zoning /default.htm> 2 Fred Lenertz NW 1 /4, SE 1 /4, Section 5 T28N -R18W Lot 4 94' 5 ' B2 96' 172' 0:. B 1 S /, slope 100' 10 ' �jJ3 4 14 -8 Y 5 +, A , A swnx .�. Kreuzinger Road BM I Top of irion pipe 100.00' BM2 Top of spike 98.60' B1 96.40' B2 95.97' B3 98.47' B4 98.50' Thomas Nelson 227387 ;onsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix .,aPety and Building Division INSPECTION REPORT Sanitary Permit No. . 488165 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal informatioM,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: Uetz, Tom I Kinnickinnic, Town of 022 - 1012 -90 -125 CST BM Elev: Insp. BM Elev: IBM De ' tion: Section/Town /Range/Map No: I ot. a w. Q LL zzp.� ?Zj 05.28.18.78E TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION B HI FS ELEV. to i. o oa o Septic /2 Benchmark Z . 3 S /02.3$ Dosing aT • Aeration tldg Nw e \ S` s rh fft Ho mg t t In et " t , AL 6. StJH ut et TANK SET ACK INFORMATION TANK TO P/L WE BLD Vent to it Intake Dt I ep 5 s r 0 : o 3' J To s 0 , ea an. 2 IN. .�/� 4 7 6 A eration - 'C: yr 2 11.Z I 3 Zz• '7-lY Z o Ing E ` I%/ 3 9j oj na e PUMP /SIPHON INFORMATION dh owdk" anu ac urer D D emancl St Cover � '_ GPM n /. 3 model NUMDer 6 — , 3 i nc ion os � system ea , 7 1 1 h 60 16 11 E rcernaln Len DIMENSIONS # I ` .S 3 or INFORMATION C MB OR T Nrow.•a/ S — •s v N Pipe(s) 3 :Length Dia�[_ Length Dia �� Spacing �.� At x Pressure Systems Only xx Mound Or At -Grade Systems Only `Q d-&) f p d/Trench Center Bed/Trench Edges Topsoil Yes 1 No Yes No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: 7 / o Inspection #2: ck.:se4. PIn,.J Location: 1070 Rudy Drive River Falls, WI 54022 (NW 1/4 SE 1/4 5 T28N R18W) NA Lot 4D J Parcel No: 05.28.18.78 1.) Alt BM Description = �0� `� q4- Pr / a ' - � 2.) Bldg sewer length = �� i - amount of cover Use revis e others de for additional in Yes No Re formation. / 7 _ _ i Date — �nsepctor's�ign re Cert. No. SBD -6710 (R.3/97) r S and Buildings Division County An 201 W. W gton Ave., P.O. Box 7162 _ AY 6 34 NOR WI 53707 — 7162 Sanitary Permit Number#6 be filled ' Co.) Department of Com erce a,(x( (608)266 -3151 Q (/ Sani err f r 1 1 6lmI " 1i ation // Plan L . Nertber in acxom with persona ornta you provide 4V 0 may be used for secondary purposes Privacy Law, s15.04(lxm) Project Address (if different that mailing address) I. Application Information — Please Print All Information f Lr'n 14070 /E'er• Property Owner's Nam � , )� / — Parcel tl � Block # 7 Property Owner's Mailing Add�es�s U r � Proi y Q� S S /fit/ V, * %, Section City, State Zip Code Phoce Number �� (� 1 Ter_ N, R_jtE �0 d // H. Type of Building (check all that apply) 2 Family Dwelling — Number of Bedrooms /2 (/ S7Zame ' ' CSM Number 11 PubliclCommerciat — Describe Use , 0 State Owned — Describe Use ❑City ❑Village o of 61 V III. Type of Permit✓ (Check only one box on tine A. Complete lime B if applicable) A. a<. system ❑ Replacement System ❑ TteatmentlHolding Tank Replacement Only ❑ Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New last Previous Permit Number a atsleg, eel Before Expiration Phnnber Owner '7. IV. T of POWTS S Check rt8 that s ' ❑ Non — Pressurized In- Ground ❑Mound > 24 in. of suitable soil Q �vtotmd < 24 in of suitable soil Grade ❑ Side Pass Sand Ft ❑ Constructed Wetland ❑ Pressurized in- Ground ❑ Holding Tank ❑Peat Filter Aero cc rentmatt Unit ❑ Recircul * Sand Filter Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel. Pipe (explain) �Y1 V. DistiersabTreatruent Area Information: u Design Flow (gpd) Des' Soil Appiicati RaOe(gpdst) Dispersal Area Requ' (st) D' Area Proposed System Elevation 0 VI. Tank Info Capacity is Total Number Manufacturer Site Sted Fiber Plastic Gallons Gallons of Units — Concrete site Glass Now T� F/ .25- 6 septir -VddW~ eo ov a nosing chamber VII. Responsibility Statement — L the undersigned, assume responsibility f r Installation of the POWTS shown on the attached plans. Plumber's Name (Print) P s S" •l e/MPRS Number Business Phone Number a -� o T /S� 6- over Plumber's Address (ShvW, City, Zip Code) zrzo o f- 1 170- VDL an /D eparbuent Use On Sanitary Permit F mclodes Groundwater Date ing t Si o tamps) L PProved ❑ Disapproved Surcharge Fee) pj 7 y m ❑ Owner Given Reason for I)eoial ' IX. Conditions of Approval/Reasons for Disapproval A 1 Septic tank, effluent filter and dispersal cell must all be serviced / maintained G as per management plan provided b lumber. AT requirements must be maintain- I/ 7W, as per applicable code /ordinances. 61- 64a 6M a14 k Amch eamplete plain ( to the Coarb only) for the sys�tem eo wt less s 81/2 i 11m eh a s ^ ae SBD -6398 (R. 01J03) G�►� �'` ' P /017 CWIX CO UNTY P LANNING & ZO NING EROSION & SEDIMENT CONTROL PLAN 4 Site location: 1070 Rudy Drive, Lot 4D Lenertz CSM, Town of Kinnickinnic Owner(s): Tom & Linda Uetz (Mark Uetz - General Contractor) Parcel ID # 05.28.19.78E Code Administ , 715 - 386 - 4680 Under St. Croix County Zoning Code 17.70(3)(b) 5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance." Land Informatio Wisconsin Uniform Dwelling Code Comm. 21.125 requires the building permit applicant Planning and/or landowner to follow erosion control procedures and maintain them until the site has 715 -386 -4674 been stabilized (Uniform Dwelling Code Comm 21 is available on -line at: www. commerce. state. wi .us /SB /SB- DivCodesListing.html) Real Property 715- 386 -4677 The Owner of the above parcel is responsible for notification of all contractors performing construction activities on this site that an Erosion & Sediment Control Plan is in effect and the Recycling following activities will be required in order to maintain compliance with the plan: 715 - 386 - . 1. Maintain existing vegetation wherever possible to minimize erosion and sediment movement. The primary source for construction site runoff will be the house foundation excavation, driveway, and any soil stockpiled until final grading and stabilization is complete. Septic system installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Apply seed and mulch as recommended in #5 below. Surface drainage is westerly toward lot 3 and a drainage swale will be installed along north side of mound. The mound and swale must be stabilized immediately after completion. 2. Install construction entrance before any excavation begins!! Construction equipment and vehicles must utilize a stabilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that require access to the property during construction. Avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. Property owner must repair damage to ditches resulting from multiple access points and sediment tracked on public roadways must be removed at the end of each workday. 3. Do not allow diverted runoff to be directed onto neighboring property or into surface water conveyances. Contain runoff by installing temporary diversions graded ALONG CONTOUR between construction areas and any potential receiving waters (includes drainage ditches and retention basins). Temporary Diversions specification sheet is available from county. 4. If sediment cannot be contained on owner's property with temporary diversions and vegetative buffers, then installation of approved sediment control products (straw wattles, silt fence, erosion control matting) will be required. The POWTS inspector and/or building inspector will evaluate ESC plan effectiveness and make recommendations to owner for any action required to comply with applicable regulations. ST CROIX COUNTY GOVERNMENT CENTER 110 1 CARMICHAEL ROAD, HUDSON, W/ 54016 715 - 386 FAA PZC�CO.SA /NTCROIX.WI.US WWW.CO.SAINT- CROIX.WI-US Page Two — ESC Plan Acknowledgement Form 5. Stabi zze exposed soils (septic system included) with seed and mulch immediately after installation - do not wait r final stabilization and/or landscaping of entire site to establish permanent cover on the site. When late- seas a weather conditions will not permit seed germination, a heavy straw mulch cover will prevent erosion until vege j n can be established. Erosion control matting can be applied any time of year and, if installed properly, will pro . ,e rotection even if seed germination is delayed. The owner rd during site construction will be responsible for compliance with state and county code requiremen ecified in this Erosion & Sediment Control Plan. Please feel free to contact me with questions regarding er & sediment control product installation. PLAN PREP BY: PA QUINN, CPESC #1622, SOIL EROSION INSPECTOR #665054 GAG s / s 9 Owner ac wled ement of ESC Plan re uirements: _/_/2006 (Please , A and return original ESC form to Planning & Zoning Dept. A copy is attached to the owner's permit and mai,a0hance agreement, which is given to the plumber at time of permit issuance.) I i i i ST. CRO /X COUNTY GOVERNMENT CENTER 1 10 1 CARMICHAEL ROAD, HUDSON, W1 54016 715- 386 -4686 FAA PZ @CO. SAINT- CROIX. Wl. US WW W.CO.SAINT- CROIX.WI.US Site Plan Page 8 of 8 For: Fred Lenertz Lot 4 of CSM yob ; �v><ti � s are Mlwe NWl /4 - SE1/4 Sec. 5 T28N - R18W �� C�� �r Kinnickinnic Tnsp. - St. Croix Co. �.c,�,r.,•�r p.�q/� as i'eo �iL�w. su6�TF0 �GvV71ld K r r 0 2s 50 Qrapme Scale (Feet) 1 iach 50 tt BM = Top of Iron Pipe * I P = Same ASSUMED ELEV. = 100 � #2 \� A BM = Top of 12" Spike Ekv. = 98.60' 2.27Acne Parcel Building Setback Line Z Proposed Wieser Co 1250/750 Cambinattom Proposed 4 96.00' Bedroom Home - I0�" a 5� / 9 Pro 2 "Sch 40 Force Main 100,00` i • `` S Proposed 6.S` 3'Mbm4 ) w/a kwaon BM #2 Maintain weU and waterline setbach per Comm 83.43 ( M Materials shaU conform to the regrdremem& of Comm 84 N a,d Kreuzinger Road i • Safety and Buildings ov 1 HAY RANCH ROAD commerceml. g HAYWARD WI 54843 TDD #: (608) 264 -8777 isconsi www•commerce.state.wi.us /sb www.wisconsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary July 01, 2004 CUST ID No.224059 ATTN.• POWTS Inspector ZONING OFFICE KEITH E STONER ST CROIX COUNTY SPIA 23220 WOOD CREEK RD 1101 CARMICHAEL RD SIREN WI 54872 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/01/2006 Identifi on Number Transaction ]D N 1014180 SITE: Site ED No. 685483 Fred Lenertz Please refer to both identification numbers, Kreuzinger Rd above, in all correspondence with the agency. Town of Kinnickinnic St Croix County Lot: 4, f1 SE1 /4, S5, T28N, R18W F Y Object Type: POWTS Component Manual Regulated Object ID No.: 965497 Maintenance required; 600 GPD Flow rate; 23 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 101) 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. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the approved plans, and the "Mound N Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD - 10691- P(N.01 /01). � til • The pressure network is to be constructed in accordance with "SSWMP Publication 9.6 Design of Pressure C0 d 1 Distribution Networks for ST -SAS (01/81) ". A co of the a p p roved p lans, s pecifications and this letter shall be on -site during construction and open to � PY PP P � P g O inspection by authorized representatives of the Department, which may include local inspectors. All permits C 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. KEITH E STONER Page 2 7/1/2004 II , 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. Since y, Fee Required $ 175.00 Fee Received $ 175.00 GY Balance Due $ 0.00 Thomas E Devereaux Plumbing / POWTS Reviewer II , Integrated Services WiSMART code: 7633 (715)634-3026, 7:15 am - 4:00 pm Mon. - Fri. tdevereaux @commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 David B Fogerty, Fogerty Plumbing & Perk Testing Inc i I I r MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Fred Lenertz Mound Owner's Name: Fred Lenertz Owner's Address: 220 Livestock Exchange Bldg. St. Paul MN 55075 651 451 -7320 Legal Description: NW1 /4 -SE1 /4 Sec. 5 T28N -R18W Township: Kinnickinnic County: St.Croix Subdivision Name: Certified Survey Map Lot Number: 4 Block Number: NA Parcel I.D. Number: Pending Plan Transaction No.: Page 1 Index and title y Page 2 Data entry A (} 11 C� Page 3 Mound drawings.. Page 4 Lateral and dose tank Page 5 System maintenance specifications' ' cap ^�R Page 6 Management and contingency plan ., Et pro Page 7 Pump curve and specifications Page 8 Plot Plan p C�1DE�� Designer: Keith E � or1 S ..... i License Number: Designer# 1575 -007 Date: 06/16/0-4 eirH ° Phone Number. (715) 653 -2324 s a Signature: = s� -;,61 Wis. o,�� • Designed P, uant to the 46 Mound Corn nent �9� Version 2.0 SDB- 10691 -P (N. 01/01), and SSWMP Publication 9.6 6'49WP l4 VT; Distribution Networks for ST -SAS (01/81) Version 3.11 (R. 06/01) Pagel of 8 r , Mound and Pressure Distribution Component Design Design Worksheet i 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) _ 5&0 Site Slope ( %) 98.25 ontour Line Elevation (ft) .00 Depth to Limiting Factor (in) 0.60 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 93.001 Dispersal Cell Length Along Contour (ft) = 6.46 lCell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /ft 1 I Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution I Y Pressure Disribution Information network? Enter Y or N (c or e) c Center or End Manifold 3.23 Lateral Spacing (ft) If N above, enter the elevation (ft 4 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) (e.g. 0.25) 2.50 Estimated Orifice Spacing (ft) = 8.34 ff /orifice 2.00 Forcemain Diameter (in) ('L 100.00 Forcemain Length (ft) Does the forcemain drain back? t l`r c` � 86.00 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft) x 1.3 16.31 Forcemain Drainback (gal) 12.92 Vertical Lift (ft) 83.82 5x Void Volume (gal) 3.12 Friction Loss (ft) 100.13 Minimum Dose Volume (gal) 20.58 Total Dynamic Head (ft) 38.77 System Demand (gpm) Lateral Diameter Selection Manifold _Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x x 1.25 x 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons /inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1250.00 Septi Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Concrete IManufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 757.641 Dose Tank Capacity (gal) JZabel I Filter Manufacturer 1& 121 Dose Tank Volume (gal /in) IA100 Filter Model Number Wieser Concrete Manufacturer Project: Fred Lenertz Mound Page 2 of 8 i r Mound Plan View �i J Observation Pipe L 3 ' T � - K �- A W B I Mound Component Dimensions A 6.46 ft E 16.88 in H 1.00 ft K 9.11 ft B 93.00 ft F 9.50 in 9.52 ft L 111.22 ft D 13.00 G 0.50 ft J 6.20 ft W 22.18 ft 600.78 (ft) Dispersal Cell Area 1486.36 ( asal Area Available 6.45 (gpd /ft) Linear Loading Rate .30 ft) 1/1 B Obs. Pipe Placement Mound Cross Section i Aggregate Dispersal Area Finished Grade 101.13 (ft) . R. F Dispersal Cell ( ft) L ateral —► Invert is rsa ell t Elevation E D ' a a _ 98.25( onfour Ele G � 5.0 % Site Slope �N &A , eotextile Fabric Cover -7 g Shading Key m c. Dispersal Cell See lateral details on 1� Topsoil Cap c c 1.5 ft n � Page 4 for number, size, Subsoil Cap w 0 IT 1 _ and spacing of laterals. © ASTM C33 Sand T °: Laterals are equally ®0 Tilled Layer m 0.5 ft Typical Lateral F spaced from the ❑5 Aggregate �r 0, I distribution cell's centerline in the -- A -�* distribution cell (AxB). Project: Fred Lenertz Mound Page 3 of 8 Center Connection Lateral Layout Daigram Force main connection via tee or cross to manifold at ang point. Laterals are Wentic al "I - I E P ,L • = Turn -up idball valve or IE- X-- )IExl2 ( 0231 Laterals & force main of PVC Soh 40 aleanoutplug per CODA Table 84.30 -5 Hales drilled on the bottom of the lateral. Number of Laterals Orifice Diameter 0.156 in Lateral Diameter 1.50 i Orifice Spacing (X) 2.61 ft Lateral Length (P) ft Orifices per Lateral 18 Lateral Spacing (S) 3.23 ft Orifice Density 8.34 ft %orifice Lateral Flow Rate 9.69 gpm Manifold Length 3.23 ft System Flow Rate 38.77 gpm Manifold Diameter 1.50 in Total Dynamic Head 20.58 ft Forcemain Velocity 3.96 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and --► Comm 16.28 WAC 4 in. min. Disconnect �_ y Tank component is properly vented E-- Alternate outlet location Forcemain diameter Wieser Concrete Manufacturer_ 2 in. Capacityl 757.64 Gallons Volume 16.12 gal /inch A Weep hole or anti - Dimension In ches Gallons B siphon device A 27.79 447.95 B 2.00 32.24 C Pump off elevation (ft) C 6.21 100.13 1 88.92 D 11.00 177.32 D Total 1 47.001 757.64 il Do se tank elevation (ft) 3" Bedding un er tank. 86.00 Alarm Manuafacuurer IS. J. E lectro Alarm Model Number 101 -01H , T Pump Manufacturer JGoulds Pump Model Number 1#3871 EP Pump Must Deliver 38.77 gpm at 20.58 ft TDH Project: Fred Lener(z Mound Page 4 of 8 Mound System Maintenance and Operation S ecifications Service Provider's Name E� Tri- County Sanitation Phone (715) 386 -0114 POWTS Regulator's Name St. Croix Co. Zoning Phone {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 1250 gal Maximum TSS 150 mg /L Soil Absorption Component Size 600.78 ft Maximum FOG 30 mg /L Type of Wastewaterl 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 month) Pressure System Laterals should be flushed and pressure tested every 1.5 ears Mound Inspect for ondin and seepage once every 3 ears 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 XM g Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Fred Lenertz Mound Page 5 of 8 Mound System Management Plan 'Pursuant to Comm 63.54, Wis. Aom. 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) and SSWMP Publication 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 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, Slats. 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. Continuencv 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. Project: Fred Lenertz Mound Page 6 of 8 f • Page 7 of 8 HGOULDS PUMPS' Submersible Effluent Pump EPO4 3571 EPO5 APPLICATIONS • Fully submerged in high ■ EP05 Impeller: Thermoplas- ■ Bearings: Upper and lower grade turbine oil for tic enclosed design for heavy duty ball bearing Specifically designed for the lubrication and efficient improved performance. construction. following uses: heat transfer. • Effluent systems ■Casing and Base: Rugged thermoplastic design provides AGENCY LISTING • Homes Available for automatic and superior strength and corrosion • Farms manual operation. Auto- Canadian Sta � ndardsodMOian • Heavy duty sump matic models include resistance. • Water transfer Mechanical float Switch ■ Motor Housing: Cast iron (CSA listed model numbers end • Dewatering assembled and preset at the for efficient heat transfer, in "C" or 1".) facto ry strength, and durability. SPECIFICATIONS ■ Motor Cover. Thermoplastic Goulds ftirp is 150 9001 AxpWed FEATURES cover with integral handle and • Solids handling capability: float switch attachment points. 'la" maximum. ■ EPO4 Impeller: Thermoplas- N 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'/2" NPT. seal protection. • Mechanical seal: carbon- rotary/ceramic stationary, BUNA - N elastomers. • Temperature: 104°F (40°C) continuous METERS FEET 1407 (60T) intermittent. • Fasteners: 300 series 10 stainless steel. 9 • Capable of running 3o s GPM dry without damage to $ 2s components. 25 o a Motor: s � • EPO4 Single phase: 0.4 HP, v 6 zo 115 or 230 V, 60 Hz, 1550 RPM, built in overload with o 5 15 automatic reset. a 4 • EP05 Single phase: 0.5 HP, o EP05 115 V or 230V, 60 Hz, 1550 3 10 RPM, built in overload with automatic reset. 2 EPO4 • Power cord: 10 foot s standard length, 16/3 1 SJTOW with three prong grounding plug. Optional 20 ° % 10 20 30 40 so GPM foot length, 16/3 S1TW with three prong grounding plug o z a s a 10 12 1>�m (standard on EP05). CAPACITY Goulds Pumps 2001 Goulds Pumps ITT Industries Effective May, 2001 03871 i - Site Plan Page 8 of 8 For: Fred Lenertz Lot 4 of CSM are 1�XC. NWl /4 - SEl /4 Sec. 5 T28N -R18W Kinnickinnic Tnsp. - St. Croix Co. 7•N��pX.rrY Q/f�, 43 % �/�'W f u6C1tsTF'0 �'Gw7'm+a+� s s o zs so Graphic Scsie (Feet) 1 inch - 60 !G A BM = Top of Iron Pipe * EW =Same ASSUMED ELEV. = 100 #2 BM = Top of 12 Spike Elev. = 98.60' 2.27Acre Parcel Building Setback Line Z Proposed Wieser Concrete 12501750 Combination Tank P W� Proposed 4� 96.00' Bedroom Home Building Setbaek Line • •` 590 / 9 00 Proposed 2 11 Sch. 40 Force Main 100, 0' Proposed 65` 3'M Il w/a Sys"vMe pion 99.3 BM #2 Maintain well and waterline setbacks per Canon 83.43 /,. 8 M Materiah shall conform to the requirements of Comm 84 �l ?6�8j Kreuzinger Road ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner /der (fd'y A L-P-� Mailing Address / B �' ,� "At Property Address /0 70' / G* (Verification required fr m Planning ning Department for new cons ction.) City /State Parcel Identification Number 22 -- /p /2 --�'p — � . W LEGAL DESCRIPTION Property Location 4W V4 , S &5 7 1 /4 , Sec. ,� T t ?Z N R /f W, Town Subdivision Lot #. Certified Survey Map # , Volume / , Page # Warranty Deed # 7 y� 6/ `7 , Volume yam Page # Spec house yes uc Lot lines identifiable & no SYSTEM MAINTENANCE AND OWNER CERTIFICATION use and maintenance of your ti Improper y ep c 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. Owner maintenance responsibilities are specified in §Comm 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal 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. Uwe, 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 Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my /our knowledge. Uwe am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Num r f bed oms SIGNAfURE OF LICANT(S) DATE ** *Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * ** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warran ty deed. (REV. 08105) Parcel #: 022 - 1012 -90 -125 05/05/2006 04:12 PM PAGE 1 OF 1 Alt. Parcel M 5.28.18.78E 022 - TOWN OF KINNICKINNIC 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 THOMAS W & LINDA L UETZ O - UETZ, THOMAS W & LINDA L E6834 HWY 12 ELK MOUND WI 54739 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 1070 RUDY DR SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 2.270 Plat: 4617 -CSM 17 -4617 022 -03 SEC 5 T28N R18W PT NW SE CSM 17 -4617 LOT Block/Condo Bldg: LOT 04 4 (2.27 AC) Tract(s): (Sec- Twn -Rng 401/4 1601/4) 05- 28N -18W NW SE Notes: Parcel History: Date Doc # Vol /Page Type 12/09/2003 748614 2470/553 WD 09/22/2003 740871 17/4617 CSM 09/17/2003 740369 2412/516 CO AF 09/02/2003 738182 23951108 EZ -1 more 2006 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/10/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.270 50,000 0 50,000 NO Totals for 2006: General Property 2.270 50,000 0 50,000 Woodland 0.000 0 0 Totals for 2005: General Property 2.270 50,000 0 50,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 7 U 2470P 553 STATE BAR OF WISCONSIN FORM 1 —1998 KATHLEEN R. REGISTER OF DEEDS DEEDS WARRANTY DEED ST. CROIX CO., MI RECEIVED FOR RECORD Document Number 12/09/2003 08:45AM This Deed, made between Frederick G Lenertz as a single person WARRANTY DEED Gran an 1 kllE}DT Grantee. REC FEE: 13.00 Grantor, for a valuable con deration conveys to Grantee the following TRANS FEE: 401.10 described real estate in St. Croix County State of COPY FEE: CC FEE: Wisconsin (the "Property"): PAGES: 2 Recordina Area Name and Re turn Address ttndatri,tz iylhl 'Cif Sol 81mrv, f j} rr►IV 022 1012 80 000 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) I Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Properties good, Indefeasible in simple fee and free and clear of encumbrances except Dated this day f• (SEAL) (SEAL) de ck G. Le rt (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, ". .;WATVNA ) as. �p PUBL Ir✓ St. Croix County authenticated this N Qa�'df' STATE OF Me came aff�o[[ me this day of the above named Frederick G Lenertz as a single person to me known to be the person who executed the TITLE: MEMBER STATE BAR OF WISCONSIN fore in inst ment and acknowl ge the same. (If not, authorized by §706.06, Wis. Slats) L�" THIS INSTRUMENT WAS DRAFTED BY Notary Public, Sta � of Wisconsin Coldweil Banker Burnet 1301 Coulee Road My commission is 7 anent. (If not, state expiration date: Hudson, WI 54016 J 3 -61546 (Signatures may be authenticated or acknowledged. Both are not necessary.) Names of persons sig ning in any capacity must be typed or printed below their si nature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. WARRANTY DEED FORM No. 1 —1998 Milwaukee, Wis. 1 T E P L A N Located in part of the Northwest Quarter of the Southeast Quarter of Section 5, Township 28 North, Range 18 West, Town of Kinnickinnic, St. Croix County, Wisconsin COUNTY TRUNK HWY "N" N 88'04'02' E 270.35' - --- 112.64' - 157.71' -- 33.40' Note: This is not a boundary survey. n 1 ,7 0 0' Setback Une o .� 0 o) C N Ki Commissioned by. 3 M Mark Uetz ' 'A4.40' LOT 4 1600 Nomekogen St., No.6 50' W Hudson, WI 54016 N E House Setback lke B Z 30' a 12' 10 S 87'13'51 E 341.07' C 0 � �� TOWN ROAD CLARENCE E. SCHULTZ 2031 100 0 100 200 fit` HUDSON.W( 0 s SCALE IN FEET 1"=100' !, Clarence E. Schultz, hereby certify that this site plan was prepared by me or under my direct supervision and that I am a duly Registered Lan Surve ) under the laws of the State of Wisconsin. Clarence E. Schultz, Reg. No. 2031 Date Melchert Walkky, Inc. 749 Highway 12 Hudson, WI 54016 MELCHERT WALKKY (715) 386 -7736 landscape architecture 749 Highway 12 civil en ineer Hudson, 141 54016 , Phone (715)_ 386 77936 _ _ _ _ r MORR O f um CPU ., f .� *a 60 lip a I to •• � '� JE i faa �• $ � GG:GG�w + aDaOt#�o.G6v'Qau9 ! � c c 6 C o _ f IBS IW � � m WAM A RE RffpOM To I m Jrt IN LB mid N39 CEZV78ESTL 91:9T esmc /[T /68 ST. CROIX COUNTY ��-- WISCONSIN ZOrONG O>E'FiCE 21891§180 rose+ ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road _ Hudson, WI 54016 -7710 (715) 386 -4680 FAX (715) 386-4686 MEMO TO FILE On site soil evaluations were requested by CST Tom Nelson, for the preliminary borings for the four lot minor subdivision known as "CSM `D' owned by Fred Lenertz. I was out on site for these borings on October 15, 2003. Light conditions were overcast. I visited the site by request from Mr. Nelson to verify that mound conditions existed for the preliminary soil borings. Tom had soil pits open for observation. Lot configurations had not yet been established at on site date. Some of the soil pits had bedrock and/or redoximotphic features present, but adequate soil conditions and soil depth seemed to exist for mound installations if additional soil borings would rebeal similar soil conditions. Additional soil pits would be required to define the entire system area. I requested Mr. Nelson to provide a map to the Zoning office showing locations of the pits that I observed, since no lot lines had been established as of the on site date. The Zoning office received this map on March 13, 2003. Kevin Grabau Zoning Technician 'AV � L Wisconsin De nt of Commerce SOIL EVALUATION REPORT page 1 3 fli;iioirn �f C .�M anYl R�1Wf yc in accordance with Comm 85, Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. G/ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. I Reviewed y Date Please print a M � _• 1 3 Personal Information you provide maV be used f seco r W S. • (f) ( )) (N /"L , Property Owner P Location 1:1 ED Fed Lenertz MAR 1 1 2003 Lot NW 1/4 SE 1/4 S 5 T 28 N R 18 E (or) W Property Owner s Mailing Address L Block # Subd. Name or CSM# 220 Livestock Exch a Bl CROIX COUNTY l 4 Lenertz City State Zip Code - ity []Village ■ own Nearest Road O lei ee� UountylV I ut. NFN 55075 ( vj'i 7320 Ttin �C New Construction Use[D Residential / Number of bedrooms _ 3 to 4 ._ Code derived design flow rate 450 to 600 GPD Replacement Public or commercial - Describe: Parent material Flood Plain elevation if applicable ft General comments This site varie by c Kevin S �- and recorn en ^.s: �---- F11 � Boring ing Boring # Ground surface elev. 96.40 ft. D epth to limiting factor 47 in. Soil AAp lication Rate ■ G � Pit ' Structure Consistence Boundary Roots GPDAf Horizon I Depth Dominant Color Redox Description T exture *Eft/#1 'Ef[#2 in. Mu nsell Qu. Sz. Cont. Color 1_2r. Sz. Sh. °r 2f I s ' l 2msbk m�. i cs 1 0 - 3 2 10y��.1 , _— 1.2 2 M 32 -; 2 is 1 2msbk mvfr cs 10 4/4 3 42-44 10yr7 /E BdrxM i i 2 Boring # Boring 95.97 >36 Q pit Ground surface elev, ft. Capth to limiting factor in. Soil A ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftt in. Munsell Qu. Sz. Cont. Color { Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -32 10yi2/1 I - 2msbk mfr es 2f .5 .8 .4 .6 2 32 -36 10 4/4 scl 2msbk mfr - - 7 Effluent #1 = BOD > 30 220 mg/L and TSS >30 150 mg/l. • Effluent # ac BOD < 30 mg(L and TSS <_ 30 mgll. CST Name (Please Print) Signatu CST Number 227387 Thomas C Nelson r : --- Dais EvaiuBtiuli Cuit iutAed Teidyiniiitl idwiiutli r�iiili asa 1432 120th Street, New Richmond, W1 12/06/02 715- 246 -2454 —we t need material m an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SBD- 83307es[(R.07/00) r i ST. CROIX COUNTY WISCONSIN ZONING OFFICE �� 1 t t N� N N ■ r���r, ST. CROIX COUN y GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 •" (715) 386 -4680 FAX (715) 386 -4686 MEMO TO FILE: On site soil evaluations were requested by CST Tom Nelso r the pr I ou on for four lot minor subdivision known as CSM D owned y Fred quest these borings on October 15, 2003. Light conditio existed for the preliminary sohl boringsTeTom from Mr. Nelson to verify that mound conditions had soil pits open for observation. Lot configurations had not yet been established at on site date. Some of the soil pits had bedrock and/or redoximorphic fe atures s f sent, but soil borings would conditions and soil depth seemed to exist for mound installations reveal similar soil conditions. Additional soil pits w ould Zoning offuce locations of the pits area. I requested Mr. Nelson to provide a map that I observed, since no lot lines had been est� c;fished as of the o: sit° date. 'The ?on2ng office received this map on March 13, 2003. Kevin Grabau Zoning Technician f l PU Wisconsin Department of commerce SAIL EVALUATION REPORT p 1 o f 3 mniici�n of C�nhi �nrl RuiWinnc in accordance with Comm 85, Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and p I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print a / Reviewed y Date Personal information you provide may used fo secon td�� j�w, s. 1 .04 (1) ( ))• Properly Ow�ier V arty Location 1 7YC I FedLenertz MAR 1 1 2003 P • Lot NW 1/4 SE 1/4 S 5 28 N R 18 Property Owner's Mailing Address T4 Block # Subd. Name CSM# Q D - 220 Livestock Exch a Bl CROiX COUNTY - 7 I q k j Lenertz City State Zip Code ity Village •' own Nearest Road at 1V11V I JJV7j ( UY' "r+ �r�nn 4di - t t t a�. rau> u t- �av � ���f•� C � l,0 N I New Construction UseE3 Residential ! Number of bedrooms _ 3 to 4 Code derived design flow rate 450 to 600 GPD 11 Replacement Public or commercial - Describe: Parent material Flood Plain elevation if applicable NA ft. General comments T his site varied by county 1�e,Vln onci P wi +1+ Ste¢ �Zli and recommendations: a Boring # Boring pit Ground surface elev. 96.40 ft. Depth to limiting factor 42 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eif#2 1 0 -32 10yr2 /1 1 2msbk mfr cs 2f .5 .8 2 3242 1 4/4 is 2msbk mvfr cs - .7 1.2 3 42 -44 1 7/6 Bdrx 2 Boring # Boring 95.97 >36 ❑ E] 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/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efftf1 "Eff#2 1 0 -32 10yr2 /1 1 2msbk mfr cs 2f .5 .8 2 32 -36 10 4/4 scl 2msbk mfr - - .4 .6 �7 * Effluent #1 = BOD > 30 220 mg(L and TSS >30 < 150 mg/L ' Efrluent # BOD < 30 mglL and TSS _< 30 mg& CST Name (Please Print) Signatur CST Number Thomas C Nelson 227387 AuiiiG Data Evaivaii0ii Cu iduiaad Teiepiimiiu ivuiiivai 1432 120th Street, New Richmond, WI 12/06/02 715- 246 -2454 LLL nTr nn�n Tns N1n\ Property Owner y: , _ ^Lenertzkinni Parcel ID # _ Page 2 of 3 ❑ Bonn 3 Boring g # Fi E] pit Ground surface elev. _ 98_47 - ft. Depth to limiting factor 23 in. Soil Application Rate Horizon Depth Dominant Colo Redox Description Texture Structure Consistence Boundary Roots GPD/ff? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -14 10yr2 /1 - I 2msbk mfr cs 2f .5 .7 2 14 -23 1 4/4 - scl 2msbk mfr cs if .4 .6 3 - 2 3 - - 33 7 - 10yr6/1 f1f5yr5 /8 cl lmsbk mfi - - .2 .3 41 Boring # ppit Boring 98.50 24 Ground surface elev. ft. Depth to limiting } factor in. Soil Application Rate i ivi L v.. M - -a4 I I1 �ilii iii i n..l.... n � .. T....a.. -.. I [s-. ...a. ..6 I V n... J..-.. n.. -H nnn/PD I Grt wlVl VA JN I'INVII OAt4tG awcortw uvu IVUty 't \GVW VI' V /la in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -14 10yr2/1 - 1 2msbk mfr cs 2f .5 .8 2 14 -24 scl 2msbk mfr cs if .4 .6 3 24 -30 10 6/1 flf5 5/8 el lmsbk mfi _ - .2 .3 H Boring # 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/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eif#1 *Eff#2 Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 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- 8330Test(R.07 100) h. YA �Q 2 w� c x 5 1 ay a �a 4 as ------------ of imp n Q.pe_ 100 Q ► Op SP,k a 4.0 Q 9 0,47 ► d.��ti 11� �so Ii ST. CROIX COUNTY WISCONSIN ZONING OFFICE / / N / M N N N ■ rnsr ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 (715) 386 -4680 FAX (715) 386 -4686 MEMO TO FILE On site soil evaluations were requested by CST Tom Nelson, for the preliminary borings for the four lot minor subdivision known as "CSM `D' owned by Fred Lenertz. I was out on site for these borings on October 15, 2003. Light conditions were overcast. I visited the site by request from Mr. Nelson to verify that mound conditions existed for the preliminary soil borings. Tom had soil pits open for observation. Lot configurations had not yet been established at on site date. Some of the soil pits had bedrock and/or redoximorphic features present, but adequate soil conditions and soil depth seemed to exist for mound installations if additional soil borings would reveal similar soil conditions. Additional soil pits would be required to define the entire system area. I requested Mr. Nelson to provide a map to the Zoning office showing locations of the pits that I observed, since no lot lines had been established as of the on site date. The Zoning office received this map on March 13, 2003. Kevin Grabau Zoning Technician I I Frod ivix l , NA V); 4 ksr 1 11 t, S NAW, S T -R)Skv I I s} f I I 94 I I ys� 2 96' I t•sy B 1 slope 100' iG, � � kihi4 t5 w ...... � .•...,_,_ S14p 1.0 cxw�wr f3�5i �F -» 75" 1 �tttz gty tT R,W BM I Top of Trion pipe it)U OO' dj ( 77�-� BM2 Top of spike 98.60* %� t B1 96.40' V B2 95,97' B3 98.47' B4 9&50' Thomas Nelson 227387 F Levert W 1 /4, E 1 /4 ection5 T 8N- . 8 W y.� 94; 60' B2 96' 114' � ■ _. 41105 ' 45, . . 98 , 11 BI g1 Z + 7 Of 4S' , SW tot-c6nior ," 100' Kruezinger Road BM1 Top of iron pipe 100.00' BM2 Top of spike 98.92 B1 98.54' B2 95.33 B3 98.42 B4 97.70 Thomas Nelson 227387 A4� s�� 22 1W Ie waindk/V 022 - /D /Z- % 6 - 02 'S -- et e5ln /7 - �rJ 022 - 1012 -90 OS 786 N6_ eI<c C'Sm /7- yW(,O e& N 5 E �8 Za t / 2OO'( -E cs/„ /7 -q,4�i�o oZZ- is /z- qo -o7S 78C L,112 7•4QD ea -7 i i92-Z- /D /Z— 9,1) - /00 78� Ldp 3 VOL 17 PAGE 4617 KATREM H. W LSp --- OzZ 7 0E Luz REGISTER OF DEEDS I ST. CROIX CO.. 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CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF KINNICKINNIC COMPUTER NUMBER 022 - 1012 -90 -125 Parcel Number 5.28.18.78E OWNER NAME: First THOMAS W & LINDA L Last UETZ PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment 538 KREUZIGER RD SECTION 5 TOWN 28N RANGE 18W 1 /4160 SE 1 /440 NW Line Description Line Description TOTAL ACREAGE 2.270 PLAT CSM 17 -4617 022 -03 LOT04 BLK 01 SEC 5 T28N R18W PT NW SE 15 02 CSM 17 -4617 LOT 4 16 03 (2.27 AC) 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit 45 2" x. 8' -6" : 14'4" r I" - Living Room mstr bath I �� �� Master ' Bedroo I F \ - 3! 2_5. unfin� 1 � - 1;t =1 alk Dining basement rrxca• T , r� -xs.�- ` oset P o / I 4N �'Ia � / N YOxe'2• YPxC -Y (V Kitchen " Bedroom /Offic N er e Fo tr -5" -5 " � =�( {�V �' I Bedro Rack Ent►;, �f Laundry _ T 3Px6d � RI X -10" 2 ,_ 4 . , 4 ._ �I Garage 0 24' 0 ' - 5' -10' 10'-4" 7= 0" 20'-10" - - W -1 "- m I : i unfinished basement V M I I i wi I 4� I I 2 - 45'-2 " - - - --