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C c O n— a C 0 " -� '!D N O l° U 0 C d E c V w O o :2 O C a R" U) c N N c N N y y G� 7 c Cl) �� cn c >> y p `cv c rS E s Y E m m N d >v �' �o >mm 37y Ear v•�'ym aa?�m �"° Go 6 4)•° ocoo a ago Svc om4 ° c�¢ $o ff v «n E °3`00 `oonT o�u�Tm o� Em$° mcn m� a ` + 25° -' 3 4�'i.� �h �m°c 4 x'm co N N c WON N 7 N O 4) C m m 3 °> m N N .+ _m= _ u 3 m� d >_> 3 w �Nm4xc 3m� �° o o c .3m «oc3 c`oc �aCm co t� tna ama�i z�� 4'oo4'?m J-- 13 mcm N �md e .3� m cQ H3 I-m ►- o ►- !- U) C L ti -�°O. 3 'vp Y O y m — aDt il6 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix � Safety and Building Division C INSPECTION REPORT Sanitary Permit No: 488270 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. �1 Permit Holders Name: City Village X Township Parcel Tax No: Sandahl, Jerald Somerset, Town of 032 - 2084 -60 -000 CST BM Elev: Insp, BM Elev: BM Description: Sectionlrown /Range /Map No: X19. I- 4M +&75" . TANK INFORMATION g ELEVATION DATA J ZEJ. TYPE MANUFACTURER b CAPACITY STATION BS HI FS ELEV. 3 / 1 p�j /D q 2 Septic ,/t. Benchmark �Q Dosing --7 t. BM 5� �f 10 -7 . Aeration Bldg. Sewer /I /d/ • CS 7 H olding t/ t In et S t /Ht Outlet S TANK SETBACK INFORMATION 9.75 '79 TANK To n V ent to Air Intake ROAD Dt Inlet Dt — 1 WELL B ottom i5. 5� yS. - I ep is 7 5� � 411 f 24 ! Z `f ' ____ i H ead er/Man. z 5 Z to loq- era ion D Pipe O � /_ T o ing - Bo t. bystern 0 13 PUMP /SIPHON INFORMATION Vj, �aa►e (z- — ) m anufacturer eman over nt 2 021 GPM L S. 73 `6 , 33 m odel Number ) Z 35• i nc n oss ISystern Hea $.Ito 1 /,/.3 1 3• z5 1 orce I I lL erigin � a. , , - 10 vvt!ll 35 z 3 ds SOIL ABbUKFTIUN 5Y5 I I=M DIMENSIONS - e2 ` (�\' .j_ INFORMATION \ 1 W �� CHAMBER O ypu 01 System. i UNIT J �< "I , 11 7 5 /AS Pipes) 1 ( ( r( �a Length Dia Length .� ` is 1 1 2 Spacing -4 3 x Pressure Systems Only xx Mound Or At - Grade Systems Only Bed/Trench Center ll �� Bed/Trench Edges \ Topsoil f \ Yes No Yes No OMMf�NTS. (I cclude code discrepenc rsons present, etc.) Inspection #1: �'r �' Inspectioonn # #2 Z 2m& � Ait U �St- �vatt'lev� �� Location: 1491 Twin Spri�g ad Houston, .� 1 4082 (SE 1/4 SE 1/4 15 T30N R20W) NA Lot Parcel No: 15.10.20.838 1.) Alt BM Description = �!! !J �l, G . v� C o t� / 5 h 2.) Bldg sewer length Li 6 i .. - amount of cover = tl CJ Plan revision Required? Yes No Date Use other side for additional information. - nsepctor's i nature Cert. No. SBD -6710 (R.3/97) n CO) 0 3 y n d � o � g v N � �_ a, f N w W �w CL O 3 O V N C '� p O y N O irt, S 7 O W O A N 'A nt a o c_ eo o < m -I o 0 co o o `a D o - ' o O N = A O O E A C D z D 4 m T m W o 0 3 N a O """ ( N 3 Q4 'C CD CD 0 N N (a Sn�'�f1 N rn O p N O O' z O O O c .. o cn -1 � � E o 0 3 v o v con O N ID A ii t0 7 n CD N �l OD CL z =h C D o 0 D O I � o CL o' m D • 7J o t�l C D Fr c W O N Q (D 3 z ?, CD -1 N O p z N m 3 �a a N O A ( Z 7 O N n - 0 CP O W <D O a - z 5° , 3 r m (D 0 x N O C N N W � O" O N O 7 O' C N �`G Q a 0 0 O A d N O 5 . n p 2 T N O N 'G ! y CD Cn 3 .. sp _ CD c K O N Np F N �., N � 3 v a O N N P v S O t0 N O CD W A o iS A O 3 a N 7 Y CD 3. N d Z CD O O 0 o a>* o C 7 O L CD N a 7 0 O N N N O F cpiN o v N? =5a CD oG m ,a 69 O v n ° a o m Parcel #: 032 - 2084 -60 -025 05/03/2007 09:16 AM PAGE 1 OF 1 Alt. Parcel #: 14. 0.20.838A 032 - TOWN OF SOMERSET Current X ST. CROIX COUNTY, WISCONSIN Creation Date istorical Date Map # Sales Area Application # Permit # Permit Type 06/23/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - SANDAHL, JERALD W & JOANNE M JERALD W & JOANNE M SANDAHL 1491 TWIN SPRINGS RD HOULTON WI 54082 Districts: SC = School SP = Special Property Address(es): " = Primary Type Dist # Description ' 1491 TWIN SPRINGS RD SC 5432 SOMERSET SP 1700 WITC Legal Description: Acres: 2.230 Plat: 5228 -CSM 21 -5228 032 -06 SEC 15 T30N R20W PT GOV LOT 1 BEING LOTS Block/Condo Bldg: LOT 01 42 -48 TWIN SPRINGS ADD NKA CSM 21 -5228 LOT 1 (2.23 AC) Tract(s): ($ec -Tw -Rng 40 1/4 160 1/4) 14- 30N -20W ......... .., Notes: Parcel History: Date Doc # Vol /Page Type 11/13/2006 838654 EZ -U 06/23/2006 828162 21/5228 CSM 02/02/2006 817749 AFF 09/03/2004 773391 2649/262 WD more 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/25/2006 Description Class Acres Land Improve Total State Reason Totals for 2007: General Property 0.000 0 0 0 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 f Parcel #: 032 - 2084 -60 -000 05/03/2007 09:19 AM PAGE 1 OF 1 Alt. Parcel #: 14.30.20.838 032 - TOWN OF SOMERSET Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 06/23/2006 00 6 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - SANDAHL, RETIRED RETIRED SANDAHL Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description SC 5432 SOMERSET SP 1700 WITC Legal Description: Acres: 0.000 Plat: 2566 -TWIN SPRINGS LOT 42 TWIN SPRINGS ADD TOWN SOMERSET Block/Condo Bldg: LOT 42 ASSM'T INC LOTS 43/48 032 - 2084 -70 032 - 2084 -80 032 - 2084 -90 032 - 2084 -95 Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 032 - 2085 -10 032 - 2085 -20 (839/844) CSM 14- 30N -20W 21 -5228 WAS CREATED Notes: Parcel History: Date Doc # Vol /Page Type 0210212006 817749 AFF 09/03/2004 773391 2649/262 WD 07/23/1997 979/637 WD 07/23/1997 889/102 more 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations Last Changed: 07/25/2006 Description Class Acres Land Improve Total State Reason Totals for 2007: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lotter redit: h � Claim Count: 0 Certification Date: Batc #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 • Wisconsin Dep+ar6saent of Health and Social Services Fi5• #67 3/70 Division of Health SEPTIC TANK PERMIT APPLICATION TYPE or USE BLACK INK A. WER OF PROPERTY Name Address (Street, City, Zip Code) Be LOCATION OF PROPERTY ',' HERE SYSTEM WILL BE CONSTRUCTED ALTERF' OR EXTENDED COUNTY Check One: ,/ CITY _ VILLAGE LEGAL DESCRIPTION TOWNSHIP -� /` `) C. IS LOCAL PERNIT REQUIRED FOR THIS WORK? YES. NO l r PERMIT NUMBER D. SEPTIC TANK CAPACITY Gallons NEW INSTALLATION ..� REPLACEMENT ADDITION MATERIALS: Prefab Concrete X Poured in Place Steel Other NUMBER OF TANKS TO BE INSTALLED: E. TYPE OF OCCUPANCY / Check One: One or Two Family Residence / Commercial Industrial other ,.� Specify Number of Persons to be Accommodated Number of Bedrooms, F. APPLIANCES, ETC: Food Waste Grinder YES X , NO Automatic Clothes Washer YES NO Dishwasher YES NO Automatic Potato Peeler YES NO Other (Specify) G. MASTER PLUMBER MAKING INSTALLATION J Names ► C Hd P, L) Address= / 'License Number: Signature of Applicants C D�..� �'.J �? ; f!� -_ -.� MP RSW Address= _ p_ L _ �ti -9.� t ✓�. -,.2 ; ..r H• J (To be Completed by Issuing Agent) Date of Application /�� // �/ �J Fee Paid Permit Issued (date), "� �? ` G� permit fiber I Agent (Name) / t /, +�� 7 -� J� Fors Town, ViSlage, Cit , County, etc. (Specify) Notes The application cannot be considered for filing until all of the above questions are answered and the fee paid. Agents will forward application, the fee of $1.OU for each septic tank and the third copy of the permit (canary) to the Division of Health. Checks ano money orders should be made payable to the Division of Health. Do not write in space below FOR DEPARTHM. USE ONLY I. DATE RECEIVE ACCEPTED BY � RETURNED / (Initials) (Date) See Corres.) FEE RECEIVED (/ VALID. No. 4 2 , 4 PERMIT NO. j L+ j — j (Yes or No S REVIEWED BY APPROVED DATE (Initials) Yes or No COMPLETE OTHER SIDE SEPTIC TANK PERMIT N 0. RYP0RT ON SOIL Pt RC0LATI0N ?JEST AND SOIL BORINGS TO DIVISION OF HEALTH • PLUMBING SECTI6H ` P.O.Box 309, Madison, Wis. 53701 Pursuant to H 62.20, Wis. Administrativs Code P S R C 0 L A T I 0 N T Z S T Test Depth Character of Soil "Hours Water Test Time Mrop in o Level In ches Minutes Number Inches Thickness in Inches Since Hole in Hole Interval Second to Next to Last o Fall 1st Wetted Overnight in Minutes Last Period Last Period period One Inch Example P - 0 36 Top Soil 10" Clay 26" 25 Yes or No 30 1 2 1/z 1 2- 60 �/>'� a c RECORD DATA FROM MINDIUM OF 3 TEST HOLES Compute size of absorption area in accord with H 62.20 Wis. Administrative Code. S O I L B O R I N G S• Minimum 36" Below roposed S stem Boring Total Depth Depth to Ground Water Depth to Bedrock Number Inches Observed7 Estimated Observed Estimated Character of S oil with Thickness in Inches trample B - 0 /' 72" 72" Black To S*1L 12 Cla / 18 "• Sand 18 / Gravel 24 REOORD DATA FROM MINIMUM OF 3 BORE HOLES i j PE OF OCCUPANCYs RESIDENCES Number of Bedrooms =�! OTHERt (Specify) Number of Persons D WASTE GRINDER= Yes No Dishwashers Yes No Automatlo Mathes Washers Yes No FFWENT DISPOSAL SYSTEM; NEW ZXTENSION ADDITION REPLACEMENT Tile Site f / No.Lin.Feet Trench Width Depth fiber of Lines ,.+ See Len fs r J a Beds f 3= Width . Peg , Depth :1 E' ?ile Size No. Lines Seepage Pits Inside Diameter _ Liquid Depth 4 I, the undersigned, hereby oerti!y that the percolation tests reported c,n this form were made by me or under my super- vision in accord with the procedures and method specified in Chapter H 62.20 (13), Wisconsin Administrative Code, and that the data recorded and location of test holes are correct to the best of my knowledge and belief. NAME A li �7� !'� . TITLE Type or Print REGISTRATION NO. II or MASTER PLUMBER LICENSE NO. I n ADDRESS _ DATE _ _ _ ,j' /� SIGNATURE w, p . ��� z� li'� Sa y and Buildings Division County ` 201 on Av . i sconsin -1 5 07 -EG' Ew 7ge ry P rt Nu�rr C( in by Co.) 66. Department of Commerce Plan D. Nu mber Sanitary Permit App 'ea ' FEB 2 2 In accord with Comm 83.21, Wis. Adm. Code, personal i orma yo provide may be used for secondary purposes Privacy Law 15.04(1 xm ST, CROIX C t Add ess (if; i(lyre than mailing address) 1. Application Information — Please Print All Information LlC ro.Al Property Owner's Name t9 7 _ Parce f J y� I I ; I - A 4 S 3 03 0 - - Property Owner's Mailing Address Property Location /� O3 y ( a O V [� _ILL %, _16�:_ Section _ City, State Zip Code Phone Number JrL�Cj� _ 7 [5 (circle one) T N; R�-0 E or® H. Type of Building (check all that apply) Subdivision n Sj �N�m CSM Num 6 1 or 2 Family Dwelling - Number of Bedrooms �v ❑ Public/Commercial - Describe Use ❑ State Owned - Describe Use Ciry_ ❑Village Township of SDI'I�/1 III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A, 10 New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. ❑Permit Renewal ❑ Permit Revision ❑ Change of El Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. j of POWTS System: Check all that appl ❑ Non — Pressurized In- Ground ® Mound ? 24 in. of suitable soi ❑ Mound < 24 in. of suitable soil At -Grade ❑ ingle Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter It Aerobic Treatment Unit ❑ Recirculating Sand Filter 1 r _ Recirculating Synthetic Media Filter ❑ Leaching Chamber 11 Drip Line ❑ vel -less Pi O r explain) 16 SC{ "a V. Dispersal/Treat ent Area Information: 'f 4 /� Des r' t p�ds Dis real Area Re uired (sf) Dispersal Area Pr oposed s System Elevation n Soil lication Ra q _ i n Flow Dest f) Pe g 8 (gPd a7?n G ell 5 re S 2 7 y p c �Lc S V1. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank �t 0 6 o c/ Aerobic Treatment Unit _InI UO Oj s arz?d d Dosing Chamber 2 VII. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature M /MPRS umber Business Phone Number Plumber's Address (Street, City, State, Z' ode) 5& I / Al uF S- VIII. : unt y /De artmc t Use Onl Sanitary Permit Fee (it lludes Groundwater Date I sued uing Agen Signature 'tamps) Approved ❑ Disapproved Surcharge Fee) ❑ Owner Given Reason for Denial � Ix. Cron c �� ff AApn proval /Reasons for Disapproval SYSTEM B�INEK: 3 Pk, S _ 1 Septic tank, effluent filter and dispersal cell must all be serviced / maintained ca as per management plan provided by plumber. 2. All setback requirements must be maintained C e as per applicable code /ordinances. Attach complete plans (to the my only or system o r o 1 n 81/2 ill inches in size 7�� e ejn� try SBD -6398 (R. 01/03) A F � � `� tom - r EObr _ot Btvt.t -rpP 7 Ll /N Sop ,v6.r QO 1 / - -- N _ 93 > lot. �\ l�A&. \� q too t l ►r +� / / 1 3�� N t 1 if 1 r l J 1 By M3 %. /AA /N - / 7so GAL- P,L. 07 63 O JOT PRoPosEo 3 BEaeoom HOUSE i r 0 S6 +. 1 W 47S�Iyas Bro - sooGPo +ceoFAST .S" e ' BM PL = /CO. O NA+L /N Ly" 0Ak TPC6- ALT. BM EL= 18,63 'TOP o/= Z" P ✓C P /vE BAcKNoe P/r gAVA DuG P+r CoNTOUe 0-A5 EL. = /oZ.75 lQOUNn IS 5/.7'wr0r AND '19.0LoN6 wt-, 3 L /)CZO ' $cos. . OPI 663EC i 5AWDA H L mouN A BY ,. J -ERALD SANDRNL t /(p /SO >// - 317 C RD E _Somees� WT s- - /Day s%. Tosevr+ W3 5v08a / pes 2.13760 Lec.aL /y 5E yy S /S T 30 IJ R ZO VJ r / KATHLEEN H. WALSH Document Number Document Title STG ROIX GO., WI St. Croix County RECEIVED FOR RECORD 6 10:15Ad 07/10/200 AEROBIC TREATMENT UNIT (ATU) 07 /10/200 SERVICING AGREEMENT EXEMPT # REC FEE: 11.00 State Plan Transaction Number - a TRANS FEE: COPY FEE: CC FEE: �C`12A �- SAI� PAGES: 1 Name - (Owner) Typed or printed Being duly sworn, states, under oath, that: 1. He /she is the owner /past owner of the following parcel of land located in St. Croix County, Wisconsin, recorded in Volume4e_ ( P7 Page 2 (o Z Document Number ;t. Croix County Register of Deeds Office: Recording area A parcel of land located in the Y C '/4 of the.SE t /4 of Section Name and Return Address J s , T .3U_ N- R 2 O W, Town of � N or 1 q Z � q St - SpmrSE - � , St. Croix County, Wisconsin, being Nov�TdnJ (ctrl S�oYs- duly described as follows (include lot no. and subdivision/CSM or detailed legal description): 32 - 1 0 - �- C27U LOTS 4/2, V3, 4/V, 'fS 4/6, Y7 a 4/f Parcel Identification Number (PIN) Agreement Date: 7 — /O / �� 1 1 7 s�y �7�is' ST. G�41 Q!U/�17y As an Inducement to the county to issue a sanitary permit for a POWTS equipped with an Aerobic Treatment Unit on the above described property, we agree to do the following: 1. Owner agrees to conform to all applicable requirements of Comm 83, Wis. Adm. Code relating to Aerobic Treatment Units (ATU) and the maintenance requirements for the proposed POWTS (Private Onsite Wastewater Treatment System) technology. If the owner fails to have the POWTS and ATU properly serviced in response to orders issued by the governmental unit or the Department of Commerce to prevent or abate a human health hazard as described in s. 254.59, Stets., the governmental unit (Town) may enter upon the property and service the tank or cause to have the tank to be serviced and charge the owner by placing the charges on the tax bill as a special assessment for current services rendered. The charges will be assessed as prescribed by s. 66.0703, Stats. 2. The owner agrees to maintain a contract with a licensed POWTS maintalner for the life of the system. The POWTS maintainer will perform periodic Inspections and maintenance as required by the manufacturer and the Department. Including, but not limited to: the blower, electrical controls, and treatment unit operation and sludge depth. These inspections are to be scheduled every 6 months for the first two years of operation and yearly thereafter. 3. The owner agrees to contact the POWTS maintainer Immediately upon any malfunction of the treatment unit and to maintain the unit so as to not create a human health hazard as described in s. 254.59, Stats. 4. The owner recognizes that the county, Department of Commerce, or POWTS maintainer may make periodic Inspections of the components to complete performance monitoring of the unit. 5. The owner or the owner's agent agrees to report to the department or designated agent at the completion of each inspection, maintenance or servicing event in a manner specified by the department or designated agent within 10 business days from the date of inspection, maintenance or servicing. 6. This agreement will remain in effect only until the county office responsible for the regulation of POWTS certifies that the aerobic treatment unit no longer serves the property. In addition, this agreement may be cancelled by executing and recording said certification with reference to this agreement in such manner which will permit the existence of the certification to be determined by reference to the property. 7. This agreement shall be binding upon the owner, the heirs of the owner, and assignees of the owner. The owner shall submit this agreement to the Register of Deeds, and the agreement shall be recorded in a manner that will permit the existence of the agreement to be determined by reference to the property where the Aerobic Treatment Unit is Installed. gNpfper(s) f a e(s) - PI as Print Subscribed and swom to before me on this date: o 'zed O e Sig s) Notary.. ublic GovilicaVnental Unit Official Nam 6, Title - Please Print My Commission Expires M. CARME eled IX CVAA� ,oZ,9yv.✓rnllr �'.2aNIIV r 66 PT NOTARY PUBLIC STATE OF WM CW� ammentall Unit Official Signatu Dra Personal Info ation you provide may be used for se ary purposes [Privacy Law s. 04(1)(m)] "THIS PAGE IS PART OF THIS LEGAL DOCUMENT - DO NOT REMOVE" This information must be completed by submitter document title. name & return address. and PIN (if required). Other Information such as the I f !ranting clauses, legal description, etc. maybe placed on this "page of the document or maybe placed on additional ~$ of the document. Note: Use of this cover pays adds one page to your document and ii2,00 to the recording fee. Wisconsin Statutes, 59.517. i r Safety and Buildings f` Cott merCe.Wl.gov 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 TDD #: (608) 264 -8777 i sconsin n www.commerce.wi.gov /sbl 4 t , � Department of Commerce www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary August 18, 2005 CUST ID No. 223760 ATTN.• Kevin JOHN F SCHMITT ZONING OFFICE SCHMITT & SONS EXCAVATING ST CROIX COUNTY SPIA 586 VALLEY VIEW TRAIL 1101 CARMICHAEL RD SOMERSET WI 54025 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/18/2007 Identification Numbers Transaction ID No. 1184127 SITE: Site ID No. 703140 Jerald Sandahl Please refer to both identification numbers, Twin Springs Rd above, in all correspondence with the agenc Town of Somerset St Croix County SE1A, SE1A, S15, T3 ON, R20W Lot: 834 -844, Subdivision: Twin Springs Addition FOR: Description: 3 Bedroom Design, New Construction Object Type: POWTS Component Manual Regulated Object ID No.: 1034434 Maintenance required; 8 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P ('N.01 101), Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01 /01); Bio - Microbics Aerobic Treatment Unit, Effluent Particle removal 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,' 1 stats. �00� _� The following conditions shall be met during construction or installation and prior to occupancy or use: • Recommendations and Design parameters were solicited from Leroy Jansky, Wastewater Specialist for St. Croix County due to complexities associated with developing this site for use of a soil absorption type private sewage system. In those comments it was noted that an effluent filter needs to be installed on the force main delivering effluent up to the mound. Such location may be necessary due to the type of components intended for installation here, however the plan is somewhat vague concerning where the Zabel A -100 filter unit will be located, and that needs to be clarified at the time the sanitary permit is sought because it clearl is t a e of filter designed for installation on the force main. I recommend you install a filter on the force main as Leroy <n ica e Reminders • This system is to be constructed and located in accordance with the approved plans and with the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0" SBD - 10706 -P (N.01 /01). • A component specified (Rio- Microbics FAST aeration unit) in this POWTS design requires servicing at an interval of 12 months or less. Pursuant to s. Comm 83.21(2)(c)5, Wis. Adm. Code, if any part of a POWTS requires servicing or maintenance at an interval of 12 months or less, a notice of the need for such servicing or r t JOHN F SCHMITT Page 2 8/18/2005 maintenance must be recorded with the deed for the property. If the maintenance or service notice has not been recorded, a sanitary permit can not be issued by the sanitary permit issuing agent. • Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. •' This system is to be located and installed in accordance with chs. Comm 82, 83, and 84, Wisconsin Administrative Code, except where the approved plans grant exception to these rules. • Comm 83.21(2)(c)4. The application for a sanitary permit shall be accompanied with documentation that the master plumber or master plumber- restricted service who is to be responsible for the installation or modification of the POWTS, has completed approved training on the proposed POWTS technology or method or has documentation that approved training will be provided during the installation of the POWTS. • 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 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the.department as a registered POWTS Maintainer. • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • 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. • This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD- 10691- P(N.01 /01). A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of 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 n Balance Due $ 0.00 Venas R Sorenson Wastewater Specialist, Integrated Services WSMART code: 7633 (608)785-9336, doorenson @commerce. state.wi.us r 4 �G SCHMITT & SONS EXCAVATING INC. P SG j 586 Valley View Trail Somerset, l-VI 54025 P��� w✓ 715 -549 -6651 r MOUND SYSTEM For: Gerald Sandahl Address 317 County Road E Houlton, Wisconsin 54082 Legal: SE 1/4 SEV4 S 15 T 30 NR 20 W Township: St. Joseph County: St. Croix Contents Page 1 Plot Plan Page 2 System Cross Section Page 3 Pipe Lateral Layout Page 4 Dosing Chamber Page 5 Pump Curve Page 6 & 7 Pretreatment Cross Section Page 8, 9,10,11 & 12 Management Plan Attachment 1 Soil Evaluation Report Attachment 2 Map Attachment 3 Correspondence Mound Component Manual (Version 2.0) SBD- 10691 -P (N.01101) i Pressure Distribution Component Manual (Version 2.0) 3nQl t'� SBD- 10706- PN(NOl /01)� O� E� By: p� MPRS R-Z3 % 0 Date: 00 8 E 7 �'t� loo - Ea6r OL' BG9C.r77lp Tw /N sv4..v6s RD 93 1 J 1 f ALL • \ t 00 as J tai �7 L B7 /// // // / fl � PRoPosdo 3 Bepkoom f / B b 1 17s lyas g/o _ sooGPD f 1 f l � I'►4 / o Farr O. s' ' BM EL. _ /00 .0 ' N +t w Z " 04 TCC� I ' I ALT. 8M EL = 98,63 TOA 0< Z" PVC P/Ve i BACKNOe A/T • 9AU6 Dub P+r CONTOWe L//J15 EL. = IOZ.7s' / WITH 3 S /.7'LJ1Dc ANO 4 1 1 1.01-9,V6 WITH � " gc'OS. 'I I�baECT SRNDAHL yYlouNq I DRAWN BY ,. JE flL au 0 �a�s R D s DANL �/b /S ra 317 CTY RD E —'o reese7 WI .5 - /Oas S'. - ToseAH WJ 5gO?R / jOeS 2.137/,0 I LE64L '. 5,E '/N 5E'Af S /S T 3C A) R Zo v i t Page Of !� Straw, Marsh Hay, Or -- Synthetic Covering ASTNC33 Distribution Pipe Mhdium Sod 6" Topsoil F o /o3. 3 t E D y. Slope , , w �� IDI•RZ� Trench Of � 2 Force Main Plowed Aggregate Layer (6" Below Pipe) Undisturbed 0 1.33 Ft. Soil E 3.73 Ft. Cross Section Of A Mound System Using F .79 Ft. 3 Beds For The Absorption Area G 0.50 Ft. A 4.0 Ft. H 1.50 Ft. B 20.0 Ft. Signed: C 6.0 Ft. QiC,e,n- License N er: 22 - 3760 K 14.5 Ft. yS, 6 X 20'= 912' Date: L 49.0 Ft. J 6-1 Ft. - - -- - - - - - - - -- I 21.6 Ft W 51.7 Ft. F L t B K L— � — , — — -- — - — - — ---1 C W Observotion Permanent r ..Pipgs Distribution Pipe 1 Force Main t. Mound Using 3 Beds "For Absorption Area r Turn -up wtth Claanout PkV of Ball Valve Distribution L Axe 6 BOX S PVC Manifold Section C I PVC Manifold y Section B Distribution Lateral L PVC Manifold Section C PVC Manifold y Section A Distribution Lateral PVC M i S anifold !� Section C i X X —�— X — P - } } F �� PVC oroe total Distribution Lateral Layout Layout P 19 Ft. Manifold Sectiou-A Diameter 2 Ip. 4 t Y 8 FL Manifold Section B Diameter 14 in. t S 2 Ft. Manifold Section C Diameter 0 1 In. c 2 X 24 In- Force Main iameter - 2 In. j Hole Diameter 3 16In. #of holesAuteral 10 Lateral " 1 z In. Invert Elevation of Laterals 104 . 5 8 Ft. I _ PAc f _ GF r2 ' PUMP c - c kI C S 10 F HAMeER CRO.. _EC .1 AIJ .,P CIFtCA�rl .5 G E 0 VCQT CAP I 4 "C.I. VEVT PIPE -` WEATHERPROOF APPROVED LOCKINJG ZS' FROM DOOR, JUUCTIOM BOX MANHOLE COVER WINDOW OR FRESH 12 "MIU. AIR INTAKE 1 GRADE COQDUIT �`- _________ I8 "A1KI. � ----- - - - - -- • INLET I - - - -- AIRTIGHT SEAL 1 1 / A I I * 20.68ga1 /inch I I I I II ALARM D I 11 I I *APPROVED I I oti c JOINTS WITH I i ELEV. FT. APPROVED PIPE I 3' ONTO PUMP —� OFF D SOLID SOIL CO►JCRETE BLOCK RISER EXIT PERMITTED OQLy IF TAWK MAUUFACTURER HAS SUCH APPROVAL SEPTIC E SPECIFICATIOMS DOSE Wieser Concrete 7 + TAWKS MAW UFACTURER: IJUMBER OF DOSES: PER DAy TANK SIZE: 750 GALLONS DOSE VOLUME ALARM MAWUFACTURER: $eAtronic Tankmate 1NCLUDIWG 6AGKFLOW: 62 • 04 GALLONS MODEL MUMDER: TM - CAPACITIES: A= 19 IMCHES OR 385. 3 2GALLOAI5 1 SWITCH TiFE: Mercury 5 2 IIJCHES OR 40_..96 i GALLOWS PUMP MAAIUFACTURCR: Zoeller C= 3 IWCHES.OR 62,04 GALLOUS MODEL NUMBER: 152 D- 13 INCHES OR 268. 8 4GALLOUS SWITCH TYPE: Mechanical NOTE: PUMP AWD ALARM ARE TO DE MINIMUM DISCHARGE RATE 39.6 GPM OW `SEPARATE CIRCUITS VERTICAL DIFFEREMCE 15ETW££W PUMP OFF AMD D13TRIBUTIOM PIPE.. 10. 00 FEET + MINIMUM NETWORK SUPPLY PKESSIL . 3.25 FEET 50 FEET OF FORCE MAIN X 3.24 • , 1 .62 FEET , 4 i {' 1 00 iLFRlCT101J FAC70R.. '- TOTAL DyWXMIC. HEAD = 14.87 FEET IAITERUAL DIMEWSIONL OFT UK: LELICGTH ;WIDTH ;LIQUID DEPTH 37 51GUED: LICER.ISE NUMBER: ! 223760 DATE: Pa °f ` TOTAL DYNAMIC HEAD /CAPACITY PER MINUTE CAPACITY CURVE 152 EFFLUENT AND DEWATERING HEAD 153 MODEL 152/153 MODEL �-' Gal. Liters w w Feet Meters Gol, Liters 261 77 291 2 U - 50 5 1.5 69 70 265 10 3.1 61 231 153 . 201 61 231 46 40 44 15 53 167 52 197 12 152 20 6.1 129 42 159 0 25 7.6 34 33 125 = 30 30 9.1 23 87 _ 85 c 8 35 10.7 _ 22 42 o 40 12.2 -- -- 11 J 20 ( 11.6,) 44.0 Ft. (13.4m) Lock Volve: 38.0 Ft. o�dsoe 0 t- 4 10 80 100 0 20 40 60 6 1/4 4 5/8 GALLONS 240 320 1 3 27/32 LITERS 0 80 160 3 27/32 FLOW PER MINUTE 1 CONSULT FACTORY FOR SPECIAL APPLICATION o 3 2 2 1 7 // 32 1 • Timed dosing panels available. with lex systems, are available and supplied I • Electrical alternators, for dup r single I an alarm• phase y • Variable level control switches are available for controlling 9 p Cycle available for variable e level g I • Double piggyback variablt switches are av level long and short e controls. • Sealed Qwik-Box available for outdoor installations. See FM1420. i Over 130 °F. (54 °C,) special quotation required. 12 /$ • 1521153 Series 8 Control Selection 1521153 MODELS Sim ex Du 18% SICK Model Volfs Ph Mode ' - Am � . y 2 a 3 N152 115 ,,1 Non . 8.5 Included 2a3 BN152 1 ; 4 3 1 E152 4.3 yid 2 or 3 SELECTION GUIDE BE152 23 ' 1 Auto 1 2 a 3 or double piggyba variable level float 115 1 f lon 105 ed l back variable level float switch N153 Auld 105 id 2 r 3 1. Single p ggY BN153 1� switch. Refer to FM0477. 1 Non " 2 a 3 Et53 1 • 5,3 El e ctr ical Alternator E Pak. du 153 2 1 ° 2. See FM0712 for correc model of 25 us ed as a con duplex (3) BE N ed 3. Variable level control switch 10-0225 us trol activatot, specify p p CAUTIO a ualifi vole, protection devices and vridng should b edd done the most or (4) float system. All installation of con end satety codes should bedo and Health Act (OSHA)• licensed electrician. All electrical _ tional Safety recent Natrona! Electric Code (NEC) and the ocoupa O RESERVE POWERED DESIGN safe factor is engineered into the design of every Zoeller pump t'conditions a reserve safety 16347 Sua Of Louis.,* KY .40256- nu P.O ox. re FOf U :MAIL T0: P Manufactu 347 M W SHIP T0: 3649 Cane Run Road PwPB Louis+*, K 6 Y 40211 - 196 1 0 (502) 77 &2731.1(800) 920 PUMP FAX (502) 774.3624 All rights reserved. http / "` ® C pP Yri9ht 2001 Zoeller CO. p a r. 6 s alp �• 79 J. w � I m O � I °eP N 1 1 4 u II z N � M z � A C C z m O C N 1� �► % 4k c� I a 9 2 � Q Z ^7 r -1 N W975/1425 810 -- 500 CPO SCAM 1 4 -1' REV NO. DAIS ° e MEII NAM ar 5WT SEPTIC MANUAL \ x 1�>i »S SfY30. ItilOir rDCIC IK 64'!01 bATG NO1tE118FR 200'1 � REV. JAN. 2045 800 325 -8458 MLLW75 142.5 CIO DA £0/£0 3DVd 31360M00 83S3IM T81SLb95TLT 70:L0 900L /5T/ �} LL W6 IL CL z P , zzP x W . ' O Ei V ' o N �N N �W 8 3 J N ri 1 3 �+ I MRS Y4 t3 08 JCL poia C <IER a �`' Q {.� N Q w WP a n1 vi vi �o N QY [ [ S J S t d Ism r J l 1 76k W � �lS I i '^ m L son I I • y � r I I ` N i 11 y z �g�• i � s a m ? A �TTTejjj N A Z x m o a Q '° Ip CA � Ml n t p Q r \ W975/1425 810 500 GPD SCAM- 1 4 REV NO. aATE: SEPTIC MANUAL (METE, br AW en SK . z MW 0i 1lR= MUM OM till "Mi DAM NOVA] M 2001 REV. 'JAN. 2005 800 - 825 -8458 ML[ 1425 e+o 0 E0 /E0 30dd 313NON00 63S3IM i$LSIb?STLT 10:1-0 -S00Z /Sii90 • Pa� 7a�lZ- LL.: } N � e W m N W q CY N Q W �� O �q+ s N L p Q f/1 O y 'Y O '! t' a p 6 a C-1 ug N a Cc', ti �z Z Sa S N a o � } H N 9 8w� 66 P6 8 U ^ G =• F aFi M F a� W v Q � oC5 p IL ctiKWF -N c� aIg , 1 v aaw Q zo a cti1 c�i 4 vi �o 9 � � f N i N L LC F a .. cl 1 rjE POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page 9 of / Z FILE INFORMATION SYSTEM SPECIFICATIONS 4i 'mit ner Gerald Sandahl Septic Tank Capacity 975 al ❑ NA # Septic Tank Manufacturer Wieser Conc. ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer Zabel ❑ NA Number of Bedrooms 3 ❑ NA Effluent Filter Model A -100 ❑ NA Number of Public Facility Units ■ NA Pump Tank Capacity a l ❑ NA Estimated flow (average) al /day Pump Tank Manufacturer Wieser Concrete❑ NA Design flow (peak), (Estimated x 1.5) 450 al /day Pump Manufacturer Zoeller ❑ NA Soil Application Rate 0 , g al /day /ft2 Pump Model 152 ❑ NA Standard Influent /Effluent Quality Monthly average* Pretreatment Unit ❑ NA Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical 5220 mg /L ■ NA ■ Mechanical Aeration ❑ Wetland otal Suspended Solids (TSS) 5150 ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly averag Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BOD 530 mg /L ❑ In- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L ❑ N ❑ At -Grade ■ Mound Fecal Coliform (geometric mean) 510 cfu /100m1 ❑ Drip -Line ❑ Other: Maximum uent Particle Size Y in dia. NA Other: ❑ NA Other: ❑ NA Other: ❑ NA * Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA AKINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: ❑ month(s) (Maximum 3 years) ❑ NA 3 i ear( Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA Inspect dispersal cells) At least once every: 3 ❑ month(s) (Maximum 3 years) ❑ NA ■ year(s) Clean effluent filter At least once every: ❑ month(s) ❑ NA 1 ■ year(s) Inspect pump, pump controls & alarm At least once every: ❑ month(s) ❑ NA 1 0 year(s) Flush laterals and pressure test At least once every: ❑ month(s) ❑ NA 1 ■ year(s) Other. At least once every: ❑ month(s) ❑ NA ❑ year(s) Other: ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Tank Master Plumber, Master Plumber Restricted Sewer, POWTS Inspector; POWTS Maintainer; Septag e Servicing Operator. rator. inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the j immediate notification of the local regulatory authority. When the combined accumulatigp of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire ontents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, isconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (4 /01) START UP AND OPERATION Page of 1'2 For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. stem start up shall not occur when soil conditions are frozen at the infiltrative surface. uring power outages pump tanks may fill above normal hi hwater levels. When power is restored the excess wastewater 9 P to will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > i SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name Name John Schmitt Phone 715 549 -6651 ' G Phone ( 715) = 549 -6651 AGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Warne I Owners Choice Name St. Croix Q ty. Zonina Phone Phone (715)-386-4680 This document was drafted in compliance with chapter Comm 83.22(2)(b)(1)(d) &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. 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E 0— 10 Q_ o � Qua' S CL- � c dE �� }s`� o m p•o > m • m im r m ,a m c n — n c v` y o� m m °tia a C 0 m _ C m m � a O wm �N.0 v m C O y a:a C m y m.m n'C 7,m G•''� m �� C p o� a mm W r > 'O 2 m � �mm 3 7 y £ Q r Cr— m m 'a Osi: 0) ..•. » m p am Y •O O > O O O � y •O m « :CL V a ` .-• � a • D 10 = 0 O I D -oe o c _ G Q v m., 3po „Od ,w a CIO C m O . C p p � O m O L m C. m m O� 6-00 SoO v m�:�., M�9Y ._.� W �.. ' O c� �, � O E m V _ m m V ��p 3 m 5 '. mm a9. t w m m ,. �, " 1.. a G .Q a y 0' m 7 m N C m m.2 > m» _ 3 U dC mG.S ' - ' .2 0 0` . O m G._E Q ` - N C C m ._ -- mr m O) m �.. GZ' «fl•o =--m m moc m mn mm� m mm may ID Ey mom» =o m- Aa �T C °m LO Ln.. LLB L tJU moa 'p?7m- V.00 O> `a�m;:° 3 � 3ooa F-3 Hm F-om f -°'m�3 3�ydm�>.a, <'S'ao” 4 � il�� IL eFl Petersen Preventive Maintenance Inspection Summary For Bio - Microbics FAST Treatment System 1. Use Trouble Shooting Guide in Service Manual to diagnose any problems that are discovered during inspection. Send copy of inspection and maintenance report to Petersen (Fax 800 - 669 -1232) or call Petersen Supply (888 -455 -6864) if you have any questions. 2. Blower • Remove blower cover. Inspect and clean or replace filter. Clean air vents on blower cover if needed. • Check for tight connection to airline for FAST treatment unit. • Listen for unusual noises. 3. Electrical Panel • Older Models 1. Turn rheostat to verify`that alarm light flashes and buzzer sounds. Reset to stop alarm. • Printed Circuit Board Style 1. Turn off switch to blower. Alarm should sound and alarm light flash. 4. FAST Treatment Unit • Odor 1. Check for unusual odor out of FAST unit vent pipe. There may be a musty odor near vent pipe but not a septic odor. (A septic odor usually indicates there is a problem with the air supply.) • . Water Clarity 1. Dip a small cup or jar into the outflow of the FAST treatment unit or from inflow of distribution box and remove a sample of treated water flowing out of treatment unit. (Suggestion: Use a cup attached to a pole with tape or rubber band.) Sample should look clear without any visible containments and should not smell septic. • For Observation Port Models 1. Look into 6" observation port to make sure water is being agitated by blower. 5. Sludge Depth • At least annually, check the sludge depth in the trash tank or compartment just ahead of the Bio - Microbics FAST unit as well as the FAST compartment. Advise customer when pump out is required. G 6. Disinfect anything that comes in'contact with effluent. O ox 340 - - - - -- - — - -- -- _ - - - - =_ Tel: 888455 -6864, 262-692-2416 421 Wheeler Ave. Fax: 800 -669 -1232, 262 -692 -2418 Fredonia, WI 53021 -0340 USA p 9w a cv=e vc nun ��:ioa s .doc 1 1/04 E -Mail mail@petersen.cc WE LOVE TO SERVE our Customers QUALITY PRODUCTS SINCE 1916 1309 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 5 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Tom Schmitt County Attach complete site plan on paper not less than 8%: x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel L D. Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Pro Owner Pefh+ Property Location P Y Sandahl, Jerald Govt. Lot 1 SE 1/4 SE 1/4 S 15 T 30 N R 20 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 317 Cty Rd E 838 -844 Twin Springs Addition City State Zip Code Phone Number J City J Village V j Town Nearest Road Saint Joseph I WI 1 54082 715- 549 -5565 Somerset Twin Springs Rd. New Construction Use: y Residential !Number of bedrooms 3 Code derived design flow rate 450 GPD J Replacement J Public or commercial - Describe: Parent material Glacial till over bedrock Flood plain elevation, if applicable na General comments and recommendations: Area is suitable for a A +4" mound only with pretreatment to the effluent. The mound will have three 4'x 20' cells. Contour line elevations are 102.59', 101.74', & 100.92'. 1 9oring # J Boring L Pit Ground Surface elev. 100.65 ft. Depth to limiting factor 42 in. Soil Application Rate Horizon Depth I Dominant Color Redox Description Texture I Structure Consistence Boundary Roots GPD /ft= 'Eff#1 'Eff#2 1 0 -7 I 1Oyr3/2 none I Ifs 2mgr mvfr cs 2c,3f .5 1.0 2 7 -24 1 Oyr4 /3 none Ifs 1 msbk mvfr gw 2c,2f .5 1.0 3 24 -42 1Oyr5/4 none fs Osg ml cs ( 2f .5 1.0 4 42 -58 5yr4/6 none grscl Om mvfi cs I - - -- 0.0 0.0 5 58+ 2.5y82 sandstone bedrock i 0.0 0.0 II 1 oring # .j Boring Pit Ground Surface elev. 103.20 ft. Depth to limiting factor 28 in. P g .Soil Application Rate Horizon ( Depth Dominant Color Redox Description Texture Structure Consistence Boundary ( Roots GPD /ft= •Eff#1 'Eff#2 1 0 -3 1Oyr3/2 none sil 2mgr mvfr cs 2c,2f .6 .8 2 3 -7 1Oyr4/4 none grsl 2fsbk mfr cs 2c,2m .6 1.0 3 7 -17 1 Oyr3/2 no tfs 1 msbk mvfr gw 2f 5 1.0 4 17 -28 1 Oyr4 /4 none Ifs 1 csbk mfr cvv 5 1.0 m2d 7.5� .r6 5 28 - 5yr4/4 7.5y /3 sl 1 msbk mfr cw - .4 .7 6 36 -74 2.5 7/3 m2d 7.5 /6 y 7.5 /? sicl Om mfi - -- 0.0 0.0 ' Effluent #1 = BOD ? 30 220 mg/L and TSS >30 < 1501**- Effluent #2 = BOD < 30 mg/L and TSS < L30 mg/L CST Name (Please Print) Signature CST Number Thomas J. Schmitt 227429 Address Tom, Schmitt ;, Date Evaluation Conducted .Telephone Number 1595 72nd St.; New Richmond, WI 54017 4/14/05 715 247 2941 Property Owner Sandahl, Jerald Parcel ID # Page 2 of 5 3] Boring # � Boring V, Pit Ground Surface elev. 102.0 ft. Depth to limiting factor 2 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary f Roots : `Eff#1 `Eff#2 i 1 0 -2 1Oyr314 none sil 2mgr mfr as 2f .6 .8 2 2 -15 1 Oyr4 /6 c2 yr6,12 8 sl 1 m I mfr cs ---- -- .4 .6 10yr6, 2 P i fl f l Oyr6 /8 3 15 -22 1 Oyr3 /1 10yr5 /2 sil 1 msbk mfr cw 1 f 4 6 4 22 -26 1Oyr4/6 fIf 10yr6 /6 sl 1csbk mfr cs 1f .4 .7 10 r6.2 5 26 -29 1 Oyr3 /1 c 10 6 sil 1 msbk mfr cw - - - -- .4 .6 6 29 -35 1 Oyr5 /1 f1f 5yr5/6 cl Om mfl cs i - - -- 0.0 0.0 7 35 -55 10yr6l4 m10yr5 /6 6 scl 1 msbk mfr -- - -- 2 3 - i 4 ] F Boring # Boring Pit Ground Surface elev. 104.10 ft. Depth to limiting factor 3 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure I Consistence Boundary Roots 2 'Eff#1 `Eff#2 1 0 - 3 1Oyr4l3 none sil 2mgr mvfr cs 2m,2f .6 .8 2 3 - 1 Oyr4 /6 m I m2d 10yr6 /8 sl 1 mfr w 2f .4 .6 10yr6 12 P 9 3 22 - 30 1 Oyr5 /6 m 7 /6 sl Om mfr gw - - - -- .2 .6 4 30 - 1 Oyt2 /1 m2d 2.5y6/6 sic[ Om mfr cw - - -- 0.0 0.0 2.5y6 5 37 -47 2.5y6/1 saturated cl Om mfr -- i -- 0.0 0.0 I T Water seeping from pit wall at 37. Horizon 5 is completely saturated. F-6 I Boring # Boring Pit Ground Surface elev. 102.60 ft. Depth to limiting factor 4 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots z 'Eff#1 'Eff#2 1 04 1Oyr4/3 none sl 2mgr mvfr gw lc2m3f .6 1.0 - m2d 10yr6 /6 2 4 -11 1Oyr4/6 IOyr6/2 sl 2msbk mfr cw 2m,3f .6 1.0 i cIf 7.5yt6/8 3 11 -18 1Oyr3/1 7 5yr6/3 sil 2msbk mfr cw 3f .6 .8 4 18 -24 1Oyr5/4 c2d yr6/2 /8 7.5 6/2 sl 2msbk mfr cs 2f .6 1.0 elf 7.5yr618 5 24 -29 1Oyr3/3 7.5yr6/3 I 2msbk mfr gw .6 .8 r6/6 5y 6 29-40 10yr6/4 m3d 7. Ifs lcsbk mfr gw 5 1.0 7.5 /2 mad 5 5/6 7 40 -61 7.5yr4/4 5yr5//3 sl 1 msbk mfr - -- .4 .7 I Effluent #1 BOD 5 > 30 < 220 mgA- and TSS >30 <j 50 mg/L ' Effluent #2 = BODS <30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate' format, please contact the department at 608 -266 -3151 or TTY 608 - 264 -8777. Property owner Sandahl, Jerald Parcel ID # Page 3 of 5 it 9 s Borin # J Boring .. V, Pit Ground Surface elev. 105.66 ft. Depth to limiting factor 13 in. Soil Application Rate # Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary j Roots GPDM 'Eff #1 'Eff#2 1 0 -13 10yr3/2 none Gil 2mgr mvfr as 1 c,2m .6 .8 2 13 -25 7.5yr4/6 c2d fsl 1 m I mfi g w 1 of .2 .6 Syr6/2 6 /2 p 3 25 -56 7.5yr5/6 c2�: yr6 /2 sl 2msbk mfi -- i - -- 6 1.0 i Horizon 1 (A horizon) has peds with mold growing on them. i F7] Boring # Boring � Pit Ground Surface elev. 104.34 ft. Depth to limiting factor 2 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary I Roots ' 'Eff#1 'Eff#2 1 0 -2 10yr3/2 none sil 2mgr mvfr as 1 c,2m .6 .8 2 2 - 13 7.5yr4/6 Sy /3 6 $l 1 mpl mfr gw 2f .4 .6 3 13 -31 7.5yr5/6 c2d 7.5yr6/6 7 5yr6 /2 fsl 2msbk mfr cs if 4 8 i 4 31 -60 10yr8/3 m2'd5yr5 /6 fs 1csbk mvfi - - -- ---- 0.0 0.0 5 r6/3 Horizon 4 is weathered sandstone F Boring # Boring V, Pit Ground Surface elev. 104.46 ft. Depth to limiting factor 12 in, Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence + Boundary Roots 'Eff#1 'Eff#2 i` 1 0 -12 ' 10yr3/3 none Gil 2fsbk mvfr as 2m,1f .6 .8 1 Of 10yr6/6 t 2 12 -18 7.5yr4/6 10yr6/2 sl lmpl mfr cs if .4 .6 m2d 7.5yr6/6 3 18 -26 10yr3/1 7.5yr6/2 sl 1 mpl mfr gw - .4 .6 4 26 -42 10 r5/2 c2d 7.5yr6/8 fsl Om mfi CW - 2 5 I y 7.5 /3 cold 7.5yr6/6 5 42 -54 2.5y7/2 7.5yr6/1 Cl Om mfi 0.0 0.0 i 4 Horizon 3 is a buried A horizon. 4 I " Effluent #1= BOD 5 > 30 < mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD <30 mg/L and TSS <;0 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. Property Owner Sandahl Jerald Parcel ID # Page 4 of 5 Fvo� Boring # Boring i/ Pit Ground Surface elev. 102.69 ft. Depth to limiting factor 8 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence I Boundary Roots T 'Eff#1 'Eff#2 1 0 - 10yr3/4 none sl 2mgr mvfr cs 13m,2f .6 1.0 2 3 -8 10yr4/6 none grsl 2fsbk mfr cs 2m,1f .6 1.0 r3/2 c2d 5yr6/2 3 8 -14 10 I 2msbk mfr Y 7.Syr6/2 9w 1 f,1 of .6 .8 4 14 - 10yr4/4 c 7 .5 r6/2 7.5y76/8 7 sl 2fsbk mfr cs + - - - -- .6 1.0 r3/2 m2d yr6/2 /6 5 16 -24 10 - -- - - - -- Y 7.Syr6/2 sl 1 msbk mfr .4 .7 Q Boring # Boring ✓_, Pit Ground Surface elev. 99.50 ft. Depth to limiting factor 24+ in. Soil Application Rate Horizon ( Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 2 'Eff#1 'Eff#2 - 1 0 -11 10yr3/2 none sl 2mgr mvfr cs 3m,2f .6 1.0 2 11 -24 10yr4/4 none sl 1fsbk mvfr - -- 3f,1vf .6 1.0 i — 4 Fim Boring # Boring V, Pit Ground Surface elev. 99.49 ft. Depth to limiting factor 25+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary ! Roots 'Eff#1 `Eff#2 1 0 -7. 10yr4/4 none sl 2mgr mvfr cs 2m,2f .6 1.0 ' 2 7 -11 10yr5/6 none sl 2fsbk mvfr gw 2m,2f .6 1.0 3 11 -25 10yr3/2 none I 2fsbk mvfr 1f .6 .8 e I' I top 7' appears to be fill material, but has good structure. The fill material appears to have been deposited quite a few years ago. ' t ' Effluent #1 = BOD s 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. ! i Property Owner Sandahl, Jerald Parcel ID # Page 5 of 5 12 Boring # :j Boring VI Pit Ground Surface elev. 99.72 ft. Depth to limiting factor 24+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary 1 Roots 'Eff#1 Eff#2 1 0 -4 10yr3/3 none SI 2mgr mvfr as 3c,3m .6 1.0 2 4 -24 10yr4/4 none ffs 1csbk mvfr -- 3m .5 1.0 I i a 13 Boring # Boring E ✓ Pit Ground Surface elev. 101.95 ft. Depth to limiting factor 17 in. Soil Application Rate € Horizon Depth Dominant Color Redox Description Texture I Structure Consistence Boundary Roots = GP •Eff#1 •Eff #2 1 0 -5 10yr3/4 none sl 2mgr mfr cs 2m,1f .6 1.0 2 5 -17 10yr4/4 none sl 2msbk mfr gw 2m,1f .6 1.0 mad 7.5yr5/6 3 17 -23 10yr4 /3 75yr6/2 grsl 1csbk mfr - - -- 1f .4 .7 F1 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 'Eff#1 'Eff#2 j ti 'Effluent #1 = BOD s' 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS< 30 mg/L and TSS <_30 rrig/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 altemate format, please contact the department at 608 - 266 -3151 or TTY 608- 264 -8777. , Page yof, Conducted by: Conducted For. Schmitt Soil and Site Evaluations Name: Jerald Sandahl Thomas J. Schmitt, CST 227429 Address: 317 Cty Rd E. 9 5 72nd St. City, State, Zip: Houlton, WI. 54082 e Riehmond, WI. 54017 Phone: 715- 247 -2941 Subd.Name: Twin Springs Addition Lot No.: 838 -844 Legal Description: SEU4 SEU4 S15 T30N 0 Township of Somerset Bench Mark El. 100.00' Nail in 24" Oak tree �- Alternate Bench Mark EL 98.63' top of 2" pvc pipe Slope= $9, C Scale 1" = 40' / .5 6L for k' IN a-j1 i A t i t ' Yom-} Cent Cor/7ou2 ff 7/aiu� r PoiN r �.✓ A s . � L r i L . 9.1 } , 796 B GO 1/ERN4ENT LOT 8 ' ti( 821 822 ti 823 82 g � o 826 849 eI S s g — 8 47 829 A _ 834 A 846 C.5_ M. ` PAGE_. 8301 . 845 oa 796 A j 832 ' 833 QVE' _ T _ 7) 34 835 R` .s 796 A I � 836 L. t PAGE 282 837 SEC SEC COP c t -5 _uYS ce ''-1 U t f PROPERTY OWNER: Sandahl, lereld SOIL AND SITE EVALUATION 1309 Page of s PARCEL I.D.# Tom Schmitt REPORT MEMO On November 3rd at 9:00am Kevin Grabau, Jerald Sandahl and I, Tom Schmitt, met to evaluate the soil on Jerald Sandahl's property. Five soil evaluation pits were dug and evaluated. Pits 1 and 2 had soil profiles suitable for at least a mound system. Soil pits 3 thru 5 had A +0" profiles with multiple buried A horizons. The lower buried A horizons appeared to be caused by erosion overtime, but the upper horizons appeared to caused possibly by some excavation type of work. The upper horizons in these pits seemed to have more intermixing of textures and colors and one had weak platy structure, indicative of compaction, which could have been caused by equipment. The area that had soils suitable for a system is approximately 35' by 15', with the long axis of the area running parallel to the slope. -Tom Schmitt On November 18th, 2004, Kevin Grabau and I, Tom Schmitt, met again at the Sandahl property. We dug three more pits with the backhoe and evaluated them, concluding that all three could only meet the A +0" criteria. The profile descriptions a-e in the report as borings 6 through 8. We also dug three small pits with a shovel and found redox features in horizon 2, similar to all the other pits dug by the backhoe. -Tom Schmitt On April 14th 2005, Kevin Grabau, Leroy Jansky, Jerry and Joanne Sandahl, and I, Tom Schmitt met at the Sandahl property on Twin Springs Road. Numerous pits were dug by hand and evaluated to further determine the available area for a septic system. Leroy Jansky determined that there was enough area with suitable soils for a mound system with three cells 4' by 20' with 6 feet between each cell. This configuration would provide about half the required area for a 3 bedroom house (450 sqft), so pretreatment of the effluent would be required. Leroy also said that there f should two laterals per cell with a close orifice spacing on each lateral to minimize a concentration of effluent to any one place. The site has numerous trees on it and some big rocks, in the process of removing these, caution should be used to of destroy the site. The large rocks should be lifted from there resting place to avoid smearing the soil below them IRWN hich would ruin the soil's structure. The trees should be cut down at ground surface and drug off the site without driving on the mound site. I have added five more soil profile descriptions to the report and shown there locations on the attached site map to help determine where the system should be positioned. At the site I have staked out the three cells to be sure it will fit. Thanks, Tom COnlrtlefCB•VYI•gOY SAFETY AND BUILDINGS DMSIO Integrated Services Buren 13 East Spruce Stm Iiscon i n INSPECTION REPORT Chippewa Falls, WI 5472 www.commerce.wi.gov/s p p f g (7 15) 726 -254 I Date of Inspection: - April 14, X005 Plumber Name and Address: Project Name:.Sandahl Not known at this time. Use: New Residential Legal Description: SE, SE, 15, 30,20W Site Number. Subdivision: Lots 838 -844 Twin Springs Add. Certified Soil Tester Name and Address: Municipality: Town of Somerset Thomas J. SChmift, CST 227429 County: St Croix 1595 72nd St New Richmond, WI 54017 Plan Transaction Number: Sanitary Permit Number: Owner Name and Address: Jerald Sandahl Waste Ater flow: 450 gpd 317 Cty Hwy E Persons Present: Mr. - & Mrs. Sandahl; - - Saint Joseph, WI 54082 K Grabau, and T. Schmitt (715) 549 -5565 This inspection is a follow up to a preliminary one conducted late last fall. The purpose of the investigation today is to verify the findings of the CST and to help determine the possibility of installing an onsite soil -based wastewater treatment and dispersal system rather than a holding tank. Note that the use of a holding tank for new buildings in .St. Croix County is prohibited by county ordinance. As the name (Twin Springs) of this old subdivision implies soil and site conditions are not well suited for placement of an onsite dispersal system. After reviewing soil conditions over much of the property it was obvious that the only possible area to site a dispersal system is in the far west corner of the lots in question. Much of the area platted is very wet largely due to toe seepage (springs) along.a steep hillside to the southeast. The possible area for installing a dispersal system is very limited and surrounded either by unsuitable soil due to wetness or steep slopes. This area also appears to be somewhat disturbed in that there is some fill overlying the natural soil. Filled sites can be problematic but I feel this can be overcome with careful design and installation. The other problem presented at the site is that the contour length is very short. However, it should be possible to design a multiple cell mound that could be stepped down slope. Each cell would have to have sufficient basal infiltrative area however, so that the up slope cells have minimal hydraulic affect on the next cell down slope. A very detailed large -scale site plan that is physically staked out is necessary to properly plan this system. Recommendations include: 1. Keeping the down slope and side slope toes of the mound as far as possible from the steep slope to the west and southwest 2. Use pretreated wastewater to shrink the absorption area within.the mound by half and claim a one- foot treatment credit This will keep mound height low as well as allow minimum side slope distances. 3. Orifice density of 4 fe per orifice or less within the distribution cell of the mound. 4. Maximum spacing possible between individual distribution cells to ensure infitimtion at the natural surface does not impact down slope cells. 5. Water conservation. measures need to be incorporated passively into the house design. Low flow showerheads and lavatory sinks, front load washers that use .half as much water, etc., should be used. Avoid garbage disposals, whirlpool nibs, and top load washers. Some clear water wastes such as that from water softeners does noteeed to discharge to the sanitary system at all. 6. Additional soil boring data should tie submitted for the area between the 96.0 and 98.0 contour line. Schmitt & Sons Excavating, Inc. 586 Valley View Trail Somerset, WI 54025 June 29, 2005 To: Leroy Jansky, Wastewater Specialist Subject: Sandahl Mound Subdivision: Lots 838 -844 Twin Springs Addition The enclosed plot plan of the Sandahl mound was done in conjunction with Tom Schmitt, the soil tester. I feel the plot plan/contour map is quite accurate. The mound placement leaves the contour line 0.4' out of level, but to turn the mound to level the contour line, puts the side slope over the steep slope to the west southwest. The placement of the mound shown also gives us about half of the fifteen foot undisturbed area at the same slope as the mound. The slope also flows towards the north, where the longer down slope would be, which may prevent toe leakage. Bore 5 was a concern, but under the circumstances and the close proximity of B 13 and B9, we probably have to ignore B5. I designed the mound with the three beds level, partially because I thought it would be better (maybe less toe leakage), and partially because I was unsure how to equalize the pressures. If it would be better to step the beds, I would appreciate some help with how that could be accomplished. I was a little unsure on the pressure distribution. I came up with a 3" manifold and a 2" force main. It looks to me that a 22 -foot manifold needs to be 3 ", and the velocity in a 3" force main would be too slow. I made my laterals 1 '' /z ", but they could go down to I". Would one size be preferable over the other? Is there any resource that would help with the design of multiple beds in a mound and pressure equalization in different elevation beds in a mound? I have not been able to find anything on these. I look forward to hear what you have to say about the site and the mound. You can contact me at: Cell phone = (715)- 760 -0486 Fax = (715)- 247 -4857 E -mail = ischmitt@somtel.net Thank you! c t John Schmitt MPRS # 223760 In Ix 4-,i SG % �,,� L� � ( f Page_ Of Straw, Marsh Hay, Or 7 - AW1� Synthetic Covering �'MC33 „sa MidJtlmUnd Distribution Pipe 6" Topsoil H F 3 E p y. Slope Trench Of 2 2 2 Force Main Plowed Aggregate Layer Undisturbed (6" Below Pipe) Soil D 1 .33 Ft. E 3,73 Ft. Cross Section Of A Mound System Using F � � 79 Ft 3 Beds For The Absorption Area G , J Ft. A 1 4. 0 Ft. N . Ft. Signed: / B 20 -C'� Ft. F =- .-.%mil rL�.wl C 6, a Ft. License N tuber: aa3 76 0 K N, S Ft. Date: L L-1J,0 Ft. J -6, 1 . Alternate Position of Force Main I a(.& Ft. �► W 51. 7 Ft. L I r A K j i T C _ -� - - _ _ °_ - Forc W - _ _ _ _ 1 Main Observation Permanent Pi s rF -- t _ — =- _ I _ - _- r s L_. ° . _ V Distributio n i M � i Trench Of '2 - 2 '2 Pipe Aggregate c Mound Using 3 Beds For Absorption Area 00/30/2005 11:40 715- 7 -2549 S&B CHIPPEWA FALLS PAGE 01 , • �,f _ ��.4 ��.. T, ......_ _. µms.. _ � .. ..... � "t I►rpT G s M�41.. ��Q.S��. �� '� iA S� ..... � w•1 Tvlt�>n' �'�a'N ` � M/9�'N! V �LcG 7� �ut dt� $1✓TLu S�i.� oL,b Ar-�a /a ti7� • A e A.- Tlul TO ,J 4 5T l..t (J- Pgjwsu / oas {u t r+ A'-- 54 G v4 e-! ya�e r� bra gars d wwt ., 7.0 i2c=> _.rte... raga . 0 tASIL GNU A4 /Sk -0 _� _...__... i . . ..... _...__.. , _.— .__..._. __....... .. —._ _., _... E s wr`e>�i r csarze�''".. PA...ass�.�r X3-7 _.... 4 _... a '& EJ- So q i - uY.as /y .r , , ttO46 u rr7 .. f,5 of Y Srleurb r Atrauxr JDuw.e� r S GuQ� won't k 160 CC tie 1 i R ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer (L RA L d SAN D A 1-11-- Mailing Address 7 = o Property Address IrlyJA/ SM. (Verification required City/State Ao uL Thu �Uf � Parcel Identification Number LEGAL DESCRIPTION Property Location s '/4, � 1 /4, Sec. / 5' . T -R _a_o Town of �= Subdivision LU2 nt A r • Lot # YG, y 7 Certified Survey Map # gad / (0 2 , Volume Page # S� . Warranty Deed # :2 3 3 9 f , Volume Page # Spec house ❑ yes N no Lot lines identifiable ® yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. i The property owner agrees to submit to St. Croix 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 wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. 4 5 I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. l a-� J��' 6= 1� 1111 ,- //5 ;fG NATURE Oli APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of t the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. P NATURE OF APPLICANT DATE c * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by thdzoning Department. *• Include with this Application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed 1 � 1 1 M VOL PAGE 5228 KATHLEEN N. ALSH REGISTER OF DEEDS ST. CROIX CO. MI o m RECEIVED FOR W ORD Z cn c � N 06/23/2006 02:00PM z m N o v m �i ► O ■ • O• CERTIFIED SURVEY MAP CO m z REC FEE: 13.00 rn m I z ° COPY FEE: 3.00 ° Z 33 c m ro cn cf) cn °_ IQ a a 0 C r PAGES: 2 >° 0 ZD m r g! r- X o? i Z L/ ° cn x ,!n q O r c m Z m 0 m ° C n Z -< z{ ° m C z 0 Gr �n z m D Z z G Z 4k / --1 O -n c_— rCTn� Z - T T. T m W• 7] {_ ` C S Z y -i � ` 0 W ° �\ I m ° z O z -- z Z 0 o D rn ° z ZZM \ / ° ° z c \t� \ \t11N1 flMbry yyy,� ° o CZ O N N 0 T" Z Z m 'U n Q z ° s Z „♦ a Z Q !, cu i l ,�� , gN� 1NNO \Y `tw�� / �iA C m N 0 Y/ \\ v T N Z {' m O v �j i , � N m Q� '� S \ I o o /� o Z � O � I � cr Q w" Y) 0 w �\ \ / moo �_w�z 0 -n Ile ZA� rl = N - i v y • �3 • �t� \\ y �� / / cn .:. ty A b N O �. .. y \ / I N: s aes F : \ / f col m :•.F 6 / z r.:::::.:.... M r ; co OO z0Z n \ `\y/� o`�� m .j N S ;6 �,• \ � z q W C m at /j A� O r^ cn jo cn N •o !L�4r p cm's - 0 BEARING A E R F REN ED • �° / O ° Z z THE ST. CROIX COUNTY a COORDINATE SYSTEM / IOf2 Vol. 21 Page 5228 Parcel #: 032 - 2084 -60 -000 07/12/2006 12:18 PM PAGE 1 OF 2 Alt. Parcel #: 14.30.20.838 032 - TOWN OF SOMERSET 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 JERALD W & JOANNE M SANDAHL O - SANDAHL, JERALD W & JOANNE M 317CTYRDE HOULTON WI 54082 ._ Districts: SC = School SP = Special Property Address(es): -Primary Type Dist # Description SC 5432 SCH D OF SOMERSET SP 1700 WITC Legal Description: Acres: 0.000 Plat: 2566 -TWIN SPRINGS LOT 42 TWIN SPRINGS ADD TOWN SOMERSET Block/Condo Bldg: LOT 42 ASSM'T INC LOTS 43/48 032 - 2084 -70 032 - 2084 -80 032 - 2084 -90 032 - 2084 -95 Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 032 - 2085 -10 032 - 2085 -20 (839/844) 14- 30N -20W Notes: Parcel History: Date Doc # Vol /Page Type 02/02/2006 817749 AFF 09/03/2004 773391 2649/262 WD 07/2311997 979/637 WD 07/23/1997 889/102 more... 2006 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/24/2003 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 0.000 34,000 0 34,000 NO Totals for 2006: General Property 0.000 34,000 0 34,000 Woodland 0.000 0 0 Totals for 2005: General Property 0.000 34,000 0 34,000 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 a ' i 8 1 7749 SCRIVENER'S AFFIDAVIT KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., MI RECEIVED FOR RECORD Document Number: 02/02/2006 10:00AN AFFIDAVIT EXEMPT # 3 REC FEE: 13.00 TRANS FEE: Return Address: COPY FEE: J CC FEE: PAGES: 2 Parcel I.D. Number: 032 - 2084 -60 -000 STATE OF WISCONSIN ) ) ss ST. CROIX COUNTY ) KRISTINA OGLAND, being first duly sworn, on oath, deposes and says as follows: 1. That I am an Attorney at Law duly licensed and qualified to practice in the State of Wisconsin; 2. That I drafted a Warranty Deed from Ronald R. Urhammer and Karen M. MacKesey, husband and wife to Jerald W. Sandahl and JoAnne M. Sandahl, dated September 1', 2004, recorded September 3, 2004, as Doc. No. 773391, covering the following described property: Lot 42, Twin Springs Addition. St. Croix County, Wisconsin. 3. That the legal description used in the Warranty Deed referenced in Paragraph No. 2 herein contained an error and that the correct legal description is as follows: Lo 42 43, 44, 45, 46, 47 and 48, lat of Twin Springs. St. Croix Coun y, >sconsin. That this Affidavit is made for the purpose of correcting the legal description of the Warranty Deed referenced in Paragraph No. 2 herein. 817749 1 of 2 a t Dated this 30th day of January, 2006 Kristina Ogland Subscribed and sworn to before me this 30th day of January, 2006 Rhonda M. Benjamin, Notary Public = .RHONDA M. St. Croix County, Wisconsin _. BENJAMIN =s My commission expires 08/16/09. y% W,44Og1111iisN� �a This instrument drafted by: Attorney Kristina Ogland ESTREEN & OGLAND Hudson, WI 54016 817749 2 of 2 U, 2649P 262 773391 STATE BAR OF WISCONSIN FORM 2 - 1999 KATHLEEN H. WALSH Document Number WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO., MI This Deed, made between Ronald R. Urhammer and Karen M. RECEIVED FOR RECORD MacKesey, husband and wife Grantor, 09/03/2004 10:10AN and Jerald W. Sandahl and JoAnne M. Sandahl. WARRANTY DEED Grantee. EMT # Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin TRANS FEE: 11.00 (if m e space is needed, please attach addendum): TRA FEE: 218.00 COPY FEE: i,o Z, win Springs Addition. St. Croix County, Wisconsin. CC FEE: PAGES: 1 t Recording Area n � Name and Return Address lJ �( KRISTINA OGIAND ATTORNEY AT LAW P.O. EOX 339 HUDSCiN, W1 5401 S �p 1 032 - 2084 - 60-000 Parcel Identification Number (PIN) This is not homestead property (is) (is not) Exceptions to Warr : Easements, restrictions and rights -of -way of record, if any. . , Dated this day of September 2004 Ronald R. Urhammer * _ * n M. Mac e AUTHENTICATION ACKNOWLEDGMENT Signature(s) R onald R. Urhammer and Karen M. MacKesey, STATE OF �_ ) husband and wife ) ss. authenticated this t y of September 2 004 County _ —� — ^` i - -- Personally came before me this day of the above named * Kristina Ogland TITLE: MEMBER STATE BAR OF WISCONSIN (If riot, ^_ _ to me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Slats.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Attorney Kristipa Ogland Hudson, WI 5 4016 ' Notary Public, State of _ My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) _ ) t Names of persons signing in any capacity must be typed or printed below their signature. Information Professionals Co., Fond du Lac, WI STATE BAR OF WISCONSIN 800-655 -2021 WARRANTY DEED FORM No, 2 -1999 II � it • commerce.wi. ov R�C 'u TM D BUILDINGS DIVISION ' g tegrated Services Bureau �y 13 East Spruce Street scons i n INSPECTION RE ORT �� i 0 05 w Chippewa Falls, WI 54729 ww.commerce.wi. /sb Department of commerce, CRC COUN (715) 726 - 2544 Date of Inspection: April 14, 2005 Plumber Name and A /CE Project Name: Sandahl Not known at this time. Use: New Residential Legal Description: SE, SE, 15, 30, 20W Site Number: Subdivision: Lots 838 -844 Twin Springs Add. Certified Soil Tester Name and Address: Municipality: Town of Somerset Thomas J. Schmitt, CST 227429 County: St. Croix 1595 72nd St New Richmond, WI 54017 Plan Transaction Number: Sanitary Permit Number: Owner Name and Address: Jerald Sandahl Wastewater Flow: 450 gpd 317 Cty Hwy E Persons Present: Mr. & Mrs. Sandahl, Saint Joseph, WI 54082 K. Grabau, and T. Schmitt (715) 549 -5565 This inspection is a follow up to a preliminary one conducted late last fall. The purpose of the investigation today is to verify the findings of the CST and to help determine the possibility of installing an onsite soil -based wastewater treatment and dispersal system rather than a holding tank. Note that the use of a holding tank for new buildings in St. Croix County is prohibited by county ordinance. As the name (Twin Springs) of this old subdivision implies soil and site conditions are not well suited for placement of an onsite dispersal system. After reviewing soil conditions over much of the property it was obvious that the only possible area to site a dispersal system is in the far west corner of the lots in question. Much of the area platted is very wet largely due to toe seepage (springs) along.a steep hillside to the southeast. The possible area for installing a dispersal system is very limited and surrounded either by unsuitable soil due to w etnes s s e s or stee slopes. opes. Thls area also appears to be somewhat disturbed in that there is some fill overlying the natural soil. Filled sites can be problematic but I feel this can be overcome with careful design and installation. The other problem presented at the site is that the contour length is very short. However, it should be possible to design a multiple cell mound that could be stepped down slope.. Each cell would have to have sufficient basal infiltrative area however, so that the u slope cells have minim P P al hydraulic affect on the next cell down slope. A very detailed large -scale site plan that is physically staked out is necessary to properly plan this system. Recommendations include: 1. Keeping the down slope and side slope toes of the mound as far as possible from the steep slope to the west and southwest. 2. Use pretreated wastewater to shrink the absorption area within the mound by half and claim a one- foot treatment credit. This will keep mound height low as well as allow minimum side slope distances. 3. Orifice density of 4 ft per orifice or less within the distribution cell of the mound. 4. Maximum spacing possible between individual distribution cells to ensure infiltration at the natural surface does not impact down slope cells. 5. Water conservation measures need to be incorporated passively into the house design. Low flow showerheads and lavatory sinks, front load washers that use half as much water, etc., should be used. Avoid garbage disposals, whirlpool tubs, and top load washers. Some clear water wastes such as that from water softeners does not need to discharge to the sanitary system at all. 6. Additional soil boring data should be submitted for the area between the 96.0 and 98.0 contour line. Page 2 of 2 Sandahl Site •tom I Until someone actually puts together a scale drawing of the site and proposed mound we will not know for sure if all the components will fit the site available. When a preliminary or draft design is completed, it should be sent to me for final comments prior to the official state review of the plans. If there are any other questions regarding this report, please feel free to contact me. roy G. J sky, Wa water S ialist Ljansky@ merce.state.wi.0 E -mail 715/726 -2544 Voice 715/726 -2549 Fax cc: ®County ❑ Plumber CST Owner ❑ Other I 1309 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 5 Division of Safety and Buildings in accordance with Comm 85, W is. Adm. Code Tom Schmitt Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limned to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I. D. Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Sandahl, Jerald Govt. Lot 1 SE 114 SE 114 S 15 T 30 N R 20 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 317 Cty Rd E 838-8441 Twin Springs Addition City State Zip Code Phone Number J City J Village 16 Town Nearest Road Saint Joseph WI 1 54082 715 - 549 -5565 Somerset I Twin Springs Rd. New Construction Use: AM Residential / Number of bedrooms 3 Code derived design Flow rate 450 GPD J Replacement _f Public or commercial - Describe: Parent material Glacial till over bedrock Flood plain elevation, if applicable na General comments and recommendations: Boring # Boring P1 Pit Ground Surface elev. 100.65 ft. Depth to limiting factor 42 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /f1 *Eff#1 *Eff#2 1 0 -7 10yr3/2 none Ifs 2mgr mvfr cs 20f .5 1.0 2 7 -24 1 Oyr4 /3 none Ifs 1 msbk mvfr gw 2c,2f .5 1.0 3 24-42 1Oyr5/4 none fs Osg ml cs 2f .5 1.0 4 42 -58 5yr4/6 none grscl Om mvfi cs - -- 0.0 0.0 5 58+ 2.5y812 sandstone bedrock 0.0 0.0 Boring # J Boring // Pit Ground Surface elev. 103.20 ft. Depth to limiting factor 28 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff *Eff#1 *Eff#2 1 0 -3 1Oyr312 none sil 2mgr mvfr cs 2c,2f .6 .8 2 3 -7 1Oyr4 /4 none grsl 2fsbk mfr cs 2c,2m .6 1.0 3 7 -17 1 Oyr3/2 none Ifs 1 msbk mvfr gw 2f .5 1.0 4 17 -28 1 Oyr4 /4 none Ifs 1 csbk mfr cw ---- -- .5 1.0 5 28-36 5yr4/4 m 2 d 5 ' r6/6 sl 1 msbk mfr cw -- 4 7 _— 6 36 -74 2.5y7/3 m2d 7.5 yr /6 _� /2 sicl Om mfr 0.0 0,0 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS X30 < 150 mg/L * Effluent #2 = BOD - 30 mg/L and TSS <..0 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St., New Richmond, WI 54017 11/3/04 715 - 247 -2941 Property Owner Sandahl, Jerald Parcel ID # Page 2 of 5 3 ] F Boring # J Boring Pit Ground Surface elev. 102.0 ft. Depth to limiting factor 2 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0 -2 1Oyr3 /4 none sil 2mgr mfr as 2f .6 .8 2 2 -15 10yr4 /6 c2d 10yr6/8 10yr6 /2 sl 1mp1 mfr cs ---- .4 .6 fl f I Oyr6 /8 3 15 -22 1 Oyr3 /1 10yr5 /2 sil 1 msbk mfr cw 1 f .4 .6 4 22 -26 1Oyr4/6 flf 10yr6 /6 sl Icsbk mfr cs 1f .4 .7 10 /2 c2d I0yr5 /6 5 26 -29 1 Oyr311 10yr6/6 sil 1 msbk mfr cW - -- .4 .6 6 29 -35 1Oyr511 fIf /6 cl Om mfi cs -- 0.0 0.0 7 35 -55 1 Oyr6 /4 m10yr5 /6/6 scl 1 msbk mfr -- ----- .2 .3 4] Boring # Boring f,M Pit Ground Surface elev. 104.10 ft. Depth to limiting factor 3 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff *Eff#1 *Eff#2 1 0 -3 1Oyr4/3 none sil 2mgr mvfr cs 2m,2f .6 .8 2 3 -22 1 Oyr4/6 ' i0 y r6/2 sl 1 mpl mfr gw 2f .4 .6 3 22 -30 1 Oyr5 /6 m2dSyr6/2 /6 sl Om mfr gW - -- .2 .6 4 30 -37 1 Oy211 m2d 2.5y6/6 sicl Om mfr cW ---- 0.0 0.0 2.5v6/2 5 37-47 2.5y6/1 saturated cl Om mfr - - -- -- 0.0 0.0 Water seeping from pit will at 3T'. Horizon 5 is completety saturated. a Boring # Boring Pit Ground Surface elev. 102.60 ft. Depth to limiting factor 4 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots "Eff#1 *Eff#2 1 04 1Oyr413 none $l 2mgr mvfr gw ic2m3f .6 1.0 2 4 -11 10yr4/6 m2d 10yr6/6 IOyr6 /2 sl 2msbk mfr cw 2m,3f 6 1.0 clf7.5yt6 /8 3 11 -18 10yr311 7 5yr6/3 sil 2msbk mfr cw 3f 6 8 4 18 -24 10 r5/4 c2d 7.5yr6/8 sl 2msbk mfr a 2f .6 1.0 Y 5 24 -29 10 r3 /3 cif 7.56/6/8 I 2msbk mfr ---- -- .6 .8 Y 7.56/6/3 � 6 29-40 1 Oyr6 /4 m3d 7.5yr6/6 ffs 1 csbk mfr 9W 7.5 r6/2 gw 5 1.0 7 40-61 7.5yr4/4 m3 yr5 /6 sl 1 msbk mfr - ---- -- 4 .7 " Effluent #1 = BOD S> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD S mg/L and TSS < �10 mg& 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. Prbperty Owner Sandahl ,J erald Parcel ID # Page 3 of 5 • [ ]Boring # Boring Pit Ground Surface elev. 105.66 ft. Depth to limiting factor 13 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots z *Eff#1 *Eff#2 1 0 -13 10yr3/2 none sil 2mgr mvfr as 1 c,2m .6 .8 2 13 -25 7.5yr4/6 c2d r6 /2 fsl 1m I mfi 1vf .2 .6 Syr6 /2 P � 3 25 -56 7.5yr5/6 c2d 7.56/6/8 7.56/6/2 sl 2msbk mfi - - -- .6 1.0 Horizon 1 (A horizon) has peds with mold growing on them. a Boring# Boring 16 Pit Ground Surface elev. 104.34 ft. Depth to limiting factor 2 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0-2 10yr3/2 none sil 2mgr mvfr as 1c,2m .6 .8 2 2 -13 7.5yr4/6 �5yr6 /3 6 sl 1 mpl mfr gw 2f .4 .6 3 13 -31 7.5yr5/6 c2d 7.5yr6/6 fsl 2msbk mfr cs if .4 .8 7.5yr6/2 4 31-60 10yr8/3 m 5d 6/3 ft 1csbk MA - - - 0.0 0.0 Horizon 4 is weathered sandstone F-8 Boring # I Boring 'f Pit Ground Surface elev. 104.46 ft. Depth to limiting factor 12 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD *Eff#1 *Eff#2 1 0 -12 10yr3/3 none sil 2fsbk mvfr as 2m,lf .6 .8 2 12 -18 7.5yr4/6 c If l Oyr6 /6 106/6/2 sl 1 m P I mfr cs 1 f .4 .6 3 18 - 26 10yr3 /1 11' � /6 sl 1 mpl mfr gw .4 .6 4 26 - 42 10 r5/2 c2d 7.5yr6/8 fsl Om mfi cw ---- -- 2 5 y 7.5 /3 5 42 - 54 2.567!2 mld 7.5yr6/6 7 cl Om mfi - -- ---- 0.0 0.0 Horizon 3 is a buried A horizon. - /8 -o Y * 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. Page 3 of 3 Conducted by: Conducted For. Schmitt Soil and Site Evaluations Name: Jerald Sandahl Thomas J. Schmitt, CST 227429 Address: 317 Cty Rd E. 1595 72nd St. City, State, Zip: Houlton, WI. 54092 New Richmond, WI. 54017 Phone: 715- 247 -2941 Subd.Name: Twin Springs Addition Lot No.: 838 -844 Legal Description: SEl /4 SEI /4 S15 T30N 0 Township of Somerset �� Bench Mark El. 100.00' Nail in 24" Oak tree Alternate Bench Mark EL 98.53' top of 2" pvc pipe \aS Slope= $�o o Scale 1" = 40' J asewble #* f 5 q � ' f i � s j 0 i _Ar g � PROPEMOWNER: Sandahl, Jerald SOIL AND SITE EVALUATION 1309 of s PARCEL I.D.# r e s` Tom Schmitt REPORT MEMO On November 3rd at 9:00am Kevin Grabau, Jerald Sandahl and I, Tom Schmitt, met to evaluate the soil on Jerald Sandahl's property. Five soil evaluation pits were dug and evaluated. Pits 1 and 2 had soil profiles suitable for at least a mound system. Soil pits 3 thru 5 had A +0" profiles with multiple buried A horizons. The lower buried A horizons appeared to be caused by erosion over time, but the upper horizons appeared to caused possibly by some excavation type of work. The upper horizons in these pits seemed to have more intermixing of textures and colors and one had weak platy structure, indicative of compaction, which could have been caused by equipment. The area that had soils suitable for a system is approximately 35' by 15', with the long axis of the area running parallel to the slope. -Tom Schmitt On November 18th, 2004, Kevin Grabau and I, Tom Schmitt, met again at the Sandahl property. We dug three more pits with the backhoe and evaluated them, concluding that all three could only meet the A +0" criteria. The profile descriptions are in the report as borings 6 through 8. We also dug three small pits with a shovel and found redox features in horizon 2, similar to all the other pits dug by the backhoe. -Tom Schmitt c _ Division of Safety and Buildings in accordant a with Cd k l Tom Schmitt Attach complete site plan on paper not less than 8'% x 11 ' ches i size. Plan must Coun ty St. Croix include, but not limited to: vertical and horizontal refereLo t ( ' ect,n n� percent slope, scale or dimemsions, north arrow, and lnd dis rya reel I.D. Please print all inform /. CFrC)jh I" Reviewed By Date Personal information you provide may be used for secondary l� � � trc. F/' Property Owner Prope on Sandahl, Jerald Govt. Lot 1 SE 1/4 SE 19 S 15 T 30 N R 20 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 317 Cty Rd E 838 - 844 Twin Springs Addition City State Zip Code Phone Number I City J I Village a Town Nearest Road Saint Joseph I WI 1 54082 715 - 549 - 5565 Somerset I Twin Springs Rd. IM New Construction Use: 16 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement ,I Public or commercial - Describe: Parent material Glacial till over bedrock Flood plain elevation, if applicable na General comments and recommendations: a Boring # Boring J Pit Ground Surface elev. 100.65 ft. Depth to limiting factor 42 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f? 'Eff#1 *Eff#2 1 0 -7 1Oyr3/2 none KS 2mgr mvfr cs 2c,3f .5 1.0 2 7 -24 1 Oyr4 /3 none Ifs 1 msbk mvfr gW 2c,2f .5 1.0 3 24-42 1Oyr5/4 none fs Osg ml cs 2f .5 1.0 4 42 -58 5yr4/6 none grscl Om mvfi cs 0.0 0.0 5 58+ 2.5y82 sandstone bedrock 0.0 0.0 Boring # Boring Pit Ground Surface elev. 103.20 ft. Depth to limiting factor 28 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz *Eff#1 *Eff#2 1 0 -3 10yr3/2 none sil 2mgr mvfr cs 2c,2f .6 .8 2 3 -7 1Oyr4/4 none grsl 2fsbk mfr cs 2c,2m .6 1.0 3 7 -17 1Oyr3/2 none Ifs 1 msbk mvfr gW 2f .5 1.0 4 17 -28 1Oyr4/4 none Ifs 1csbk mfr cw -- - -- .5 1.0 5 28-36 5yr4/4 d g 'S /3 /6 sl 1 msbk mfr cw — 4 7 6 36 -74 2.5y7/3 m2d r6/2 7.Sy /2 sicl Om mfi -- - - - -- 0.0 0.0 ' Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD S mg/L and TSS <.,30 mg/L CST Name (Please Print) Signature: _ • CST Number Thomas J. Schmitt , , , :� 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St., New Richmond, WI 54017 11/3/04 715- 247 -2941 Property Owner Sandahl, Jerald Parcel ID # Page 2 of 3 F3� Boring # : I Boring !g Pit Ground Surface elev. 102.0 ft. Depth to limiting factor 2 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0 -2 1Oyr3/4 none sil 2mgr mfr as 2f .6 .8 c2d 10yr6/8 2 2 - 15 1 Oyr4/6 I Oyr6 /2 sl 1 mpl mfr cs - .4 .6 fl f I Oyr6 /8 3 15 -22 1 Oyr3 /1 10yr5/2 sil 1 msbk mfr cw 1 f .4 .6 4 22 - 26 1Oyr4/6 flio� /6 sl 1csbk mfr cs 1f .4 .7 c2d I0yr5 /6 5 26 -29 1 Oyr3 /1 10yr6/6 sil 1 msbk mfr cw - -- .4 .6 6 29 -35 10yr5 /1 f1f 5yr5/6 cl Om mh cs - -- 0.0 0.0 7 35 - 1 Oyr6 /4 m10yr5 //6 6 scl 1 msbk mfr - - 2 .3 4] Boring # I Boring Pit Ground Surface elev. 104.10 ft. Depth to limiting factor 3 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0 - 1Oyr4/3 none sil 2mgr mvfr cs 2m,2f .6 .8 2 3 - 1 Oyr4/6 m 1d x6/26/8 sl 1 mpl mfr gw 2f .4 .6 m2d 7.5yr6/6 3 22 -30 1Oyr5/6 7.5yr6/2 sl Om mfr gw -- .2 .6 4 30 -37 1Oyr2/1 m2d y 6 2.5 6/2 sic[ Om mfr cw - - -- 0.0 0.0 6/2 5 37-47 2.5y6/1 saturated Cl Om mfr -- -- 0.0 0.0 Water seeping from pit wall at 3T'. Horizon 5 is completely saturated. F -sl Boring # Boring M.� Pit Ground Surface elev. 102.60 ft. Depth to limiting factor 4 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0-4 1Oyr4/3 none sl 2mgr mvfr gw 1c2m3f .6 1.0 2 4 -11 1Oyr4/6 m2d 6 10y x6/2 sl 2msbk mfr cw 2m,3f .6 1.0 6 /2 3 11 -18 10yr3/1 cl If 7.5yt6/8 7 5yr6/3 sil 2msbk mfr cw 3f 6 8 4 18 -24 1 Oyr5 /4 c2d 7.5yr6/8 sl 2msbk mfr cs 2f .6 1.0 5 24 -29 1 Oyr3 /3 el 75yr6 33 8 I 2msbk mfr gw - - - - -- .6 .8 6 29 -40 1 Oyr6 /4 m3d 7.5yr6/6 ffs 1 csbk mfr gw .5 1.0 7.5 /2 7 40-61 7.5 r4/4 m3d 5 5/6 - - -- - Y 5yr5/3 sl 1 msbk mfr .4 .7 * Effluent #1 = BOD 5> 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. Page 3 of 3 ,Conducted by: Conducted For: Schmitt Soil and Site Evaluations Name: Jerald Sandahl Thomas J. Schmitt, CST 227429 Address: 317 Cty Rd E. 1595 72nd St. City, State, Zip: Houlton, Wl. 54082 New Richmond, Wl. 54017 Phone: 715- 247 -2941 Subd.Name: Twin Springs Addition Lot No.: 838 -844 Legal Description: SE 1 /4 SE 1 /4 S15 T30N R20W Township of Somerset Bench Mark El. 100.00' Nail in 24" Oak tree / Alternate Bench Mark EL 98.63' tap of 2" pvc pipe Slope= 0 0 Scale 1" = 40' 5( a5eaWe- 49,4 a , C pl / ph i / is a IPPAQrl - r* l a � ��. ` \ t 1 1 l 7'� 1 1 i� 1 1 1 1 t ldD i I s 796 B GU i E- 8AILKkT LET 8 821 Ow. P f J f � , ' 826 849 ta. yet' 827 QAQ 8 IN -- 829 A'` 847 ' 830 A ,P 846 C.S.M. L.2, PAGE 8301 `J o 76 A 832 ` 833,/ T 835 796 A i 's 836 S. M. )PL. PAGE ZQ? "r X 837 SE COP SEC 15 r + ` ► SOIL AND SITE EVALUATION 1309 Page of 3 PROPERTY OWNER: San", Jerald PARCEL I.D.# Tom Schmitt REPORT MEMO On November 3rd at 9:00am Kevin Grabau, Jerald Sandahl and myself, Tom Schmitt, met to evaluate the soil on Jerald Sandahl's property. Five soil evaluation pits were dug and evaluated. Pits 1 and 2 had soil profiles suitable for at least a mound system. Soil pits 3 thru 5 had A +0" profiles with multiple buried A horizons. The lower buried A horizons appeared to be caused by erosion over time, but the upper horizons appeared to caused possibly by some excavation type of work. The upper horizons in these pits seemed to have more intermixing of textures and colors and one had weak platy structure, indicative of compaction, which could have been caused by equipment. The area that had soils suitable for a system is approximately 35' by 15', with the long axis of the area running parallel to the slope. -Tom Schmitt St. Croix County Map Output Page Page 1 of 1 St. Croix Count Ma in f M« a 3 a, .e I £Y "as � ' '� L�gsnd 14�asYCIPa1 6 oaMa k s St. Croix County Planning Department 1101 Carmichael Road Cerae d arvey MS{a Hudson, WI 54016 Q Parcels Phone: (715)386- 4674` PQQW PC/naOd I]rai /rage DISCLAIMER : The information contained on this map is advisory. Map Streams accuracy is limited by the quality of the public records from which it was p prepared. It is not intended as a substitute for an accurate field survey. PerrerVal < a can "Ierml Wnl 011ream AERIAL PHOTOS : Aerial photography is date - sensitive. Features that exist presently in the County may not be present in the photos. http: //69.5 8. 147.26/ servlet/com.esri.esrimap.Esrimap? ServiceName= StCroixOV &ClientVers... 10/28/2004 St. Croix County Map Output Page Page 1 of 1 i Mappin St. Croix County II I o- �h i X30- -� . � 48 4 f 1 I r' I 47 40 s k .. f f II I I I I r a I s;' +t' I f e� t I x ' A `b ,. ----------- I , I ` } t i 5f lbsEPH, �-� Legend M�nlcrPal BcaMales St. Croix County Planning Department 1101 Carmichael Road �-1 Car�ye a arveY rytays Hudson, WI 54016 Phone: (715) 386-4674 Rieirciad Arai rrage DISCLAIMER: The information contained on this map is advisory. Map Streams accuracy is limited by the quality of the public records from which it was Dom prepared. It is not intended as a substitute for an accurate field survey. F+arrerdai Steam - k-oermi IYrnl vrream AERIAL PHOTOS : Aerial photography is date - sensitive. Features that exist I presently in the County may not be present in the photos. 0;kk M7 o, �/5 ... /com.esri.esrimap. Esrimap ?ServiceName= StCroixOV &ClientVersion =4.0 &Form = True &E110 /28/2004 II r ST. CROIX COUNTY, WISCONSIN 59 s e surface layer is sandy loam. Also included the county. Most steeper soils are used for hay and a e areas of moderately well drained soils that pasture and some are in woods. 3) gray subsoil and a few small areas of Clyde, Representative profile of Whalan silt loam, 2 to 6 per - aci and Skyberg soils. Also, in some areas near cent slopes, in a cultivated area, 200 yards south and Y. soils, Vlasaty soils are underlain by sand at a 200 yards east of center of sec. 16, T. 28 N., R. 19 W.: ► c f slightly more than 4 feet. Ap-0 to 8 inches; dark grayish brown (10YR 'ro off is slow, and the hazard of erosion is slight. 4/2) silt loam; weak fine and very fine )ro is delayed because this soil remains saturated subangular blocky structure; friable; , di tively long periods in spring and after heavy common roots; slightly acid; abrupt fi smooth boundary. - an soil is well suited to corn, oats, and alfalfa. It is B1-- -8 to 12 inches; dark brown (7.5YR 4/4) silt trno ently used for corn. Controlling erosion, especially loam; moderate medium subangular ail g slopes, is an important factor of good manage- blocky structure; friable; common roots; yell Capability unit IIe-1; woodland group 2o1. medium acid; clear wavy boundary. cid C2r— Vlasaty silt loam, 6 to 12 percent slopes, B21t -12 to 16 inches; dark brown (7.5YR 4/4) ed• This soil is on low ridges and knolls of ground silt loam; moderate medium subangular ' es. Most areas are oblong or irregular in shape blocky structure; friable; thin patchy i range from 5 to 30 acres in size. clay films; common roots; medium acid; /6 soil has a profile similar to the one described as clear wavy boundary. it entative of the series, but the surface layer is B22t -16 to 20 inches; dark brown (7.5YR 4/4) id er and lighter colored. gritty silt loam; moderate medium sub - rly 'eluded with this soil in mapping are a few small angular blocky structure; friable; thin lay: where the surface layer is sandy loam. Also patchy clay films; common roots; strongly !nt uded are a few small areas of Clay, Floyd, and Sky acid; clear wavy boundary. soils and a few small areas where slopes are IIB23t -20 to 30 inches; yellowish red (5YR 4/6) y. htly less than 6 percent or more than 12 percent. In loam; strong coarse subangular blocky ly ew areas near Arland soils, Vlasaty soils are under- structure; firm; thin patchy reddish 3h by sand at a depth of slightly more than 4 feet. brown (5YR 4/4) clay films; about 15 ct ; unoff is medium, and the hazard of erosion is mod percent coarse fragments by volume; few 3; te. Tillage is delayed because this soil remains roots; very strongly acid; abrupt wavy turated for relatively long periods in spring and after boundary. �- vy rains. In most places, erosion has caused tilth to IIIB3t -30 to 34 inches; reddish brown (5YR 4/4) t ' ter'orate and has reduced the content of organic clay loam; strong medium subangular Y after in the surface layer. blocky structure; firm, plastic; thick 7 . This soil is well suited to oats and alfalfa, and is nearly continuous dark reddish brown ited to a limited amount of corn. Controlling erosion (5YR 3/3) clay films and yellowish red r d maintaining tilth are important factors of good (5YR 4/8) coatings of silt grains; few agement. Capability unit IIIe -1; woodland group roots; medium acid; abrupt smooth 01. boundary. IIIRr --34 inches; very pale brown (10YR 8/3) an Series m fragmented dolomitic limestone bedrock. The solu thickness and depth to limestone bedrock The Whalan series consists of gently sloping to steep, range from 20 to 40 inches. The silty mantle is 15 to 25 well drained soils on ridges, valleys, and knolls of lime- inches thick. The Ap horizon is dark grayish brown ;stone uplands that are covered by a thin mantle of or very dark grayish brown and 6 to 10 inches thick. glacial till. These soils formed in silty sediment, loamy The B horizon is sandy clay loam or clay loam in the glacial till, and clayey dolomitic limestone residuum. lower part. The B horizon that formed in the till is 5 They are underlain by dolomitic limestone. Native to 25 percent coarse fragments. The B horizon is vegetation was sugar maple, red oak, basswood, and medium acid to very strongly acid in the upper part elm. and medium acid in the lower part. In a representative profile the surface layer is dark Whalan soils are near Ritchey and Santiago soils. grayish brown silt loam about 8 inches thick. The sub- They are deeper to dolomitic bedrock than Ritchey soil is about 26 inches thick. It is dark brown, friable soils. They formed in a thinner till deposit than silt loam in the upper part; yellowish red, firm loam in Santiago soils. the middle part; and reddish brown, firm clay loam in WhB-- Whalan silt loam, 2 to 6 percent elopes. This the lower part. Fractured dolomitic limestone bedrock soil is on ridges of limestone uplands that are covered is at a depth of about 34 inches. by a thin mantle of silty sediment and glacial till. Most Available water capacity is moderate, and permeabil- areas are irregular in shape and range from 5 to 30 ity is moderate in the upper part and moderately slow acres in size. This soil has the profile described as in the clay loam dolomitic limestone residuum. Natural representative of the series. fertility is medium. The organic matter content of the Included with this soil in mapping are a few small surface layer is moderate. areas of Ritchey, Rockton, and Santiago soils. Also Most gently sloping and sloping soils are used to grow included are a few small areas where the depth to lime - corn, oats, alfalfa, and other crops commonly grown in stone bedrock ranges from 40 to 60 inches and a few h I pasture wan Croix Cc 60 a l area in St- and ha �• ' "tore. Corn, oats, areas where till in the lower Part of the subsoil �� . is for a livc the bas evident• and the hazard of erosion is slight me ca h crop such as soy 1 Ru noff is slow, and nav beaus ay n '1 are used for crops. The i CO a P� Ru • ins, rii and centr 1 M areas of to C this oats, and alfalfa. The ma a weste in St . is well suited Orn' Cap s of soils s of management ar c on matter content' a� than 6 P o third the a less tern nd o rganic that where cub taining tilt aw lud group 201 ercent s1oP able to erosion draina4 unit Ile-2; s ilt loam, 6 to 12 p p .depressions and Whalan n narrow ridges and valleys o d s outheaster WhC2— o mantle of centra an d lastic oil is a thin - ill of P This s vered by b t d. a co in Y d erode lands that are - 'ue]da • limestone uP lacial till. Most areas are irre `: ese soils are we and col silty sediment and g the following paragraPr a and range from 5 to 25 acres in size. the cc � M in shag is � Wig' the soils for the s' This soil has a profile simllabut the Surf face 1 y discussed, representative of the series, a result of erosion andu u re plained, and the c �. thinner and lighter colored.. h �F Wally, average some of the subsoil has been mixed into Yields k i al crops under a plowing the Principal � plow layer• with this soil in mapping are a few o _ pp c P Included and Santiago soils. }able 2. Rockton, artL areas of Ritchey where the till in the lower p m�Senwnt included are a few areas erosion islBis County parr m their and the hazard of sd they require widel; of the sublsillnedium,viden . ,l e ent pr: Runoff cr soil is suited < e basic manag ll of the The main " , ' Tactically a moderate. for p ractically practi Most areas of this soil are cropP The erosion an n `' ' phs describe til to oats, alfalfa, and a limited amount of corn• g soil structure, 1 anagement are controlling ability um roviding dr concerns , of filth and soil structure. Cap o • and fertility ; p describe ' maintaining 201. rent s lopes • j �a 'sion. Also, they IIIe -2' woodland n gilt 12 to 25 P es or b• are basic Practices to be u Wh D2—Whalan silt loam, a thin P the .soUs. Specific practices of man; eroded. This soil is lands that are °per d ar eas are aging• a capability. units. Technic �i of linty and glacial P lacial till. Most ar fed valleys se sugges, and a pplying suitable practice. mantle of silty and range from 5 to 20 acres in size• in pl�naxticulae farm can be obtained irregular in shape pr ofile similar to the one described as on a P This soil has a the series, but the asurface th nne repsentative of the Soil Conservation c representativ of colored and the ng are a few smal Extension Service• oils having € thinner and' this soil in mapping shall areas wher Soil structure and filth ho l d Included with d a fewd filth take in and been more d b5 l I Inc he soils an re tilth has areas of Ritocre than 25 percent. of erosion is severe. soils whe s decrease runoff and eros slopes are m id, and the hazard pas ture or haY tilth also helps fine subangular blocky Runoff is rap d. The soil is an d granula woodlan and vide a favo r se oil are used for asses an Poorly seedbed Such a Most areas of this s land. A few areas are still in and maintaiof moisture and favors vigorSuTg th in rr moderately well suited to alfalfa and rs sion those of the s Controlling ant facto Bence of small especially P e and suited to row crop eture are imp °V� ; woodland Croix County, cause of tillag ing soil tilth and structure unit I has deteriorated n ears of hay in the rc good management. manuring, more Y oup 2r1. and minimum tillage will help maint cultivated soils. The org' the Soils Organic matter cot soils range,, Manager" ent of tent of St. Croix county ercent. The Use and ation about the use and his section contains inf o S Croix County for crops 1 percent to more than 20 p T e soils of ation, and engi- organic matter o r f s u hold plal soil to s management of the wildlife, retry classifica on the ability woodland ability ca aci It explain of caservice gives Organic ic matter content also and pasture, incapaci neering• se s t the system in the rate, tilth, and water - holding p. the Soil C own Many of the newer herbicide tion used by rincipal crops layer. licati h based on the orga predicted yields of the P manage dng men to their rates of app layer where the ra high level of the soils county under a accori It con- of the surface la yer damaged °r v '` This section also groups followed, crops and manu� wildlife habitat. w suitability for woodland anS of the soils for faun a Applications of bar n s idue, and suitability tables that give rating and it contain g °r- green manure and crop nonfarm uses and for recreatio ficant in e ngii that is Si mation about soils gn 7 50 SOIL SURVEY loose silt and sand enter tile lines unless precautions are dark brown or very dark grayish brown. The Ap hori- taken to prevent this. Also, water diversions and dikes zon is very dark brown to dark reddish brown. help prevent flooding. The R horizon is dolomitic limestone bedrock that is Most areas of this soil are used for pasture and wild- fractured. These soils are slightly acid to medium acid life habitat. Where adequately drained, the soil is mod- to neutral in the B horizon. erately well suited to corn or other row crops. Capability Ritchey soils are near Nickin and Whalan soils. They unit Hw-5 ; woodland group 3w2. have a thinner B horizon than Nickin and Whalan soils. Also, they are underlain by limestone, whereas Nickin Ritchey Series soils are typically underlain by sandy materials weath- ered from sandstone. The Richey series consists of gently sloping to very RnB— Ritchey silt loam, 2 to 6 percent slopes. This steep, well drained soils of the limestone uplands. These soil is on ridges underlain by limestone bedrock. Most soils formed in a thin mantle of silty sediment, and the areas are oblong or irregular in shape and range from underlying loamy glacial till and limestone residuum. 5 to 20 acres in size. Native vegetation was mainly oak savanna or mixed This soil has a profile similar to the one described hardwoods. as representative of the series, but most areas are In a representative profile the surface layer is about cultivated and the surface layer is thicker and lighter 3 inches of very dark brown silt loam. The subsurface colored than in the representative profile. layer is yellowish brown silt loam about 3 inches thick. Included with this soil in mapping are a few areas of The subsoil is about 12 inches thick. It is reddish soils that are eroded and have limestone fragments on brown, friable silt loam in the upper part and reddish the surface, and a few areas where the subsoil formed brown, friable heavy loam in the lower part. Fractured mainly in clayey residuum weathered from limestone brownish yellow dolomitic limestone is at a depth of or shale. Also included are a few small areas of Derinda, about 18 inches. Nickin, and Whalan soils. In some areas the surface Available water capacity is low, and permeability is layer is sandy loam. moderate. Natural fertility is medium. The organic Runoff is slow, and the hazard of erosion is slight matter content of the surface layer is moderate. Depth Tillage is difficult where limestone fragments are on o of the root zone is limited for most farm crops by near the soil surface. limestone bedrock. This soil is suited to corn, oats, and alfalfa. Contro Most areas of these soils are in trees or pasture. The ing erosion is an important factor of good m an group 3d1. anagemen gently sloping and sloping soils are used to grow gen- Capability unit IIIe -3; woodld eral farm crops. Steeper soils are in woodland and RnC2— Ritchey silt loam, 6 to 12 percent slo pasture. In some areas the dolomitic limestone is mined eroded. This soil is on ridges underlain by limes 11' and crushed for fill or liming materials. bedrock. Most areas are elongated or irregular in sha Representative profile of Ritchey silt loam, in a and range from 5 to 20 acres in size. wooded area of Ritchey soils and Rock outcrop, 20 to This soil has a profile similar to the one described 35 percent slopes, near center of SWi/4, NW1/4, sec. representative of the series, but most areas are cul 25, T. 28 N., R. 19 W.: vated and the surface layer is thicker and ligh A1-0 to 3 inches; very dark brown (10YR 2/2) colored than in the representative profile. silt loam; moderate medium granular Included with this soil in mapping are a few ar structure; friable; slightly acid; abrupt that have a surface layer of sandy loam or have Him' wavy boundary. stone fragments on the surface, and a few areas wh A23 to 6.inches; yellowish brown (10YR 5/4) the subsoil formed mainly in clayey residuum weat silt loam; weak fine subangular blocky ered from limestone or shale. Also included are a fe f structure; friable; medium acid; abrupt small areas of Derinda, Nickin, and Whalan soils. smooth boundary. Runoff is medium, and the hazard of erosion is in B21t -6 to 10 inches; reddish brown (5YR 4/4) erate. Erosion has caused tilth to deteriorate and h, silt loam, high sand content; weak fine reduced the content of organic matter in the surf and medium subangular blocky structure; layer. In some places tillage is made difficult by lim friable; thin continuous clay films on most stone fragments. faces of peds; slightly acid; abrupt wavy This soil is suited mainly to grasses and alfalfa. It' boundary. poorly suited to row crops. Controlling erosion II1322t -10 to 18 inches; reddish brown (5YR 4/4j maintaining tilth and organic matter content are heavy loam; moderate medium subang- I�� ; t facto group t management. Capability ine blocky structure; friable; thin con- RnD2— Ritchey silt loam, 12 to 20 perce nt e in' about 10 percent coarse fragments eroded. This soil is on narrow ridges, knolls, and ' ab clay films on most faces of peds d- ; erately steep escarpments that are underlain by I' volume; neutral; abrupt smooth bound- a stone bedrock. Most areas are elongated or irre R--18 inches; in shape and range from 10 to 60 acres in size. s; fractured brownish yellow (10YR This soil has a profile similar to the one described 6/8) dolomitic limestone; moderately representative of the series, but the surface Iaye alkaline. lighter colored, and many limestone fra The solum thickness and depth to limestone bedrock the surface. gments ark range from 10 to 20 inches. The Al horizon is very Included with this soil in ma j Aping are a few ST. CROIX COUNTY, WISCONSIN 51 ho the subsoil formed mainly in clayey residuum In a representative profile the surface layer is silt ered from limestone or shale. Also included are a loam about 14 inches thick. It is black in the upper tat` eas of rock outcrops and a few small areas of part, very dark brown in the middle part, and very 4C'. d Nickin, and Whalan soils. dark grayish brown in the lower part. The subsoil is unoff is rapid, and the hazard of erosion is severe. about 22 inches thick. It is brown, friable silt loam in The " ost places, erosion has caused tilth to deteriorate the upper part and dark reddish brown, very friable �oiI has reduced the content of organic matter in the sandy loam in the lower part. The substratum is red- allow depth to limestone bedrock and dish brown, friable sandy loam about 2 inches thick and ath p slopes make tillage difficult. Tillage has mixed is underlain by dolomitic limestone at a depth of about e stone fragments into the plowed layer in many 38 inches. Chi' es. Available water capacity and permeability are mod - Zos Most areas of this soil are in pasture. The soil is erate. Natural fertility is medium. The organic matter o 'ted to grasses, alfalfa, and hardwood trees. It is content of the surface layer is high. rly suited to row crops. Slopes facing south and Most gently sloping and sloping areas of these soils bed uthwest are more droughty and less suited to trees are in corn, oats, and hay. Most moderately steep areas are an slopes facing north and northeast. Controlling are in hay, permanent pasture, or woodland. ter: ion and maintaining tilth and organic matter con- Representative profile of Rockton silt loam, 2 to 6 t are important factors of good management. Capa- percent slopes, in a cultivated area, 200 yards east and of ility unit VIe-3; woodland group 3d2. 440 yards south of northwest corner of sec. 5, T. 28 on' RoE-- Ritchey soils and Rock outcrop, 20 to 35 per- N., R. 19 W.: ed t slopes. This undifferentiated group consists of Ap-0 to 8 inches; black (10YR 2/1) silt loam; ne k outcrop and steep and very steep soils of the moderate fine and medium granular struc- a, chey series. The soils are well drained to excessively ture; friable; many roots; medium acid; ; wined and shallow or very shallow with exposures of abrupt smooth boundary. ock. This undifferentiated group is in areas of the Al2-8 to 11 inches; very dark brown (10YR t, unty where bedrock is exposed. These areas are gen- 2/2) silt loam; moderate medium sub - rra11y underlain by dolomite, but small areas are under- angular blocky structure; friable; many 'n by sandstone or shale. Ritchey soils and Rock roots; medium acid; abrupt wavy bound- crops may occur either separately or together in an ary. dividual mapped area. Where both occur together, A13-11 to 14 inches; very dark grayish brown ock outcrop makes up about 55 percent of the map- (10YR 3/2 )silt loam; moderate medium ping unit and Ritchey soils make up about 45 percent. subangular blocky structure; friable; dark Most mapped areas are long and narrow in shape and grayish brown (10YR 4/2) silt coating :range from 10 to 120 acres in size. on surfaces of peds; many roots; strongly Most areas of Ritchey soils and Rock outcrop have acid; abrupt wavy boundary. hniform convex slopes. Soil material covers the rock in B1 -14 to 20 inches; brown (7.5YR 4/4) silt loam; Some areas and fills crevices in the dolomite. Generally, moderate coarse and medium subangular the soil material is less than 20 inches thick but in some blocky structure; friable; common roots; small areas it is 3 to 4 feet thick. The Ritchey soils are strongly acid; clear wavy boundary. silt loam, silty clay loam, loam, clay loam, or sandy B2t -20 to 26 inches; brown (7.5YR 4/4) heavy loam, and they commonly contain dolomite fragments. silt loam; moderate medium subangular Ritchey silt loam has the profile described as represen- blocky structure; friable; thin patchy tative of the series. clay films; few roots; very strongly acid; Included in mapping of this undifferentiated group gradual wavy boundary. are small areas of Derinda, Nickin, and Whalan soils. IIB3 -26 to 36 inches; dark reddish brown (5YR Also included are bedrock outcrops where the slopes 3/4) heavy sandy loam; weak medium are vertical or near vertical. subangular blocky structure; very friable; ` Runoff is medium to very rapid, and the hazard of about 10 percent coarse fragments by erosion is moderate to very severe. Management prat- volume; few roots; strongly acid; clear tices are needed that maintain plant cover and reduce smooth boundary. erosion. IIIC -36 to 38 inches; dark reddish brown (5YR This undifferentiated group is not suitable for culti- 3/4) sandy loam with heavy loam bands; vation because of rock fragments and bedrock outcrops. massive; friable; appears to be mixture Most areas are in woodland but some are in native of till and limestone residuum; about 10 grasses. Some areas are pastured, but yields are low. percent coarse fragments by volume; few This unit is best suited to recreation or wildlife habitat. roots; moderately alkaline. Capability unit VIIe -3; woodland group M. R-38 inches; very pale brown (10YR 8/3) frag- mented dolomitic limestone bedrock. Rockt on Series The solum thickness and depth to limestone bedrock ranges from 20 to 40 inches. The silty mantle is 15 to The Rockton series consists of gently sloping to mod- 30 inches thick. The A horizon is black to very dark erately steep, well drained soils on limestone uplands. grayish brown and 10 to 15 inches thick. These soils formed in a silty mantle and a loamy mix- The B horizon is silt loam or silty clay loam in the ture of till and residuum that is underlain by dolomitic upper part and sandy loam or loam in the lower p art. limestone. Native vegetation was prairie grasses. The C horizon, where present, is sand loam to hea Y Ea6e of BG9C.fTpp 7 'W /M s P.p„y6s Rp N i �\ Air. r oo 3 _ i r \ ^ro4 7so 6.4,L SO C- 87 i i S PROPOSEo .3 BEOkOOM Wou5E f ! +, W 9751 /-/ZS B/o - so06PC) �MiceofASr D. S' / A' 'BM EL. _ /M o N W ZY" OAk TCLe ALT. BM EL:- 98,63' 70P o-e Z" PVC p/Pe • NAVd Dub P+r Con/rot4e L,NE fL. _ loZ.7s C ® Aft-4 /5 6/.'7'WID6 kNa '/ROLONv Wrrm 3 - Zo $EDs. �!13b;EC� 5AMDA14 L Moua15 j De AWIJ By .1ERALD 5AMDANL 1SD;,,v 1 gds 317 C'r'( RD G sons a es e- WT .5 o 5J. - Toseot -/ WJ S°/o8a #IOe5 .2.1376 O LE6aL o 5f VI 5 E /y 5 /S T 3 O A R ZO VJ fa6E 0/' BlAC.fTQP TWIn/ SP.p,.v6s Rn i I \ \ �. AM 'Bm /• / ' \� �.. �8 �\`. 1 \\ p 84 ,3 10 13`� J 102A 7 By / �o / Mmy i J J /J L50 3 BEimoom .C. House 86 W 9751/` po - 5006PD 1 { MlceoFASt' 0.S k fi A' 'BM EL= /O0: 0 N AIL !u Ly" 64k 7'rrcl 0 Aiy- BM E&= 98.63 TOP or 2" PVC P /PE 4406 E P P , Nqun Oup P,r �O Co,uroµ4 LINE AouNb - Sl.'7 AND 5J9.OLoN6 wirtl 3"`/XZo BEDS. 046a EC i SAUD H t M014IJ 15 by �. /l� , JER gtD $ A aggq� V(o /J`0; ! HJs 317 CrY 2.0 r SoJnaese7 IUT .s�loa� S%. - TosePH WI 5go?R MOes.2.13760 LEGac : S E /y 5E' /Y 5/s T 30 AJ R 7-0 vJ 1 , W W W ao W W 00 W W_ W D D D 9 c O O O O O O O O O O A O c' 3 3 s D T O e A W c a W to l?7 _W W W E 2 _W m '{ O y n n n 0 n n (� n C) _I Z (� (n cn (n (n W (n (n cn to m d n cn z 0 0 n 0 n n 0 n C) (n O Z m n Z Go N n (n m o g z a z m n -I X m D -i 3 m z q a w w �' N M c _ a x x x x x m ao W z_ v d n 0 F) s s s 5 C O O O O co a 0 03 D D O OT m m m m m m m �� m Z m STi2 - -4 D D cn (o m � m D co 3 0 C7 ch • �s' D D D D D cn x -4 m O ' z D r i O Z � i T A h • � O z Z w o o A tD w -� � w oD rn�wNzOD Ch --I _0 o in (D cn N o o in o O ° 6 c m x ( DD _ o0 00 3� o X io rn m N On ODOr' OD m O 0 0 (D� Z r Z 0 Do =mvW` =m C v 0 T d W mNT m0 cr � 0 x m�yZ �m �, D g o 0zzC� (�� '�0 c�D ' OD m> 0 ?�mmN �* O D N X ( C - � N y (nx Dm ; Xz Dm U) 'Dmm7 vD Cl) mzroO m X XC=s X z >MO y T cn �— m OOC v z z CD D D ��� N -+ W N -+�N �-+N j -�N -� W N W N W �N -+ NN (n a) (D Cn o am m o rn o DD corn co rn so w� rn y o w ocnw oww pp (nw o(nw o0) o w o(nw o(nw J Do (o (n O " LA "_ (J7 " A ' N au N A N y j O O Vt j W A p A00 AO OD o- W cil A vO ' (n CD ' cri 00N N(n ID < CJ1 (D ' Cn N O ' O ' -4 W (p -4 ( n (D -4 Gn 0 00 N ' _ J W W J' V ' W J' N W V? V n V W W J' N " W V'_ (W(nn O �_ N y �C � OD Z - — � 1 � -+N ' �A O N O o _ A _ N . o _ o _ o _ W _ w _ w _ A w w w D_ _ m O 00 O OD OD O ° O v D ( N O _ Im 0 m 00 O O O co OD W OD OD (OD O OJ O w 0 ��. ,; �� .� �- - � 9 X �� �� 2 �� 9 ���� � �� `i � __ � 2 �� �� � %'. ao o C o o � O O Q N T V tl C i y E � a m C 'rn m ° c Z a° LL c " c _ Y N 3 : N N C) C z N W d m N I- z C O C C9 N O Z � z co ry •,�, O O N ° ¢ a oazz o LO c .. d c ° N ; N C � to CL '30 Q. r dl ° m CU 2A C CL h Z o a� I F F .2 o 000 z •N �; _caaa ►`'� a ° �y m .. U W N c0 C) C7 cn in ° M ° ° to N N } (0 00 O ..� O' ., z N ° 5 O` ry Cp 0- r IJ.I 4) � Q ° 3 Q C a c c c O ° U F- V Ln rn i c c c c d o C N N t: t m C C N N c C ° Q' N ° } } Ct ° _ 06 L C N C C C (U y o O ir 1 -7 't O �' 2 Cn d _ a • CL F) .� d r � +� E cj 2 23 GOVER,WENT LOT 8 81S 796B 24 25 820 \ 821 r 824A 26 824B 27 `. 822 ; 823 �' 5E 1 x,28 - 8 l 55 \ , 29 \ \x,851 825 `� d 30 \ 850 ,P / 826 \ i" \.849 i \ 31 \ y 830A / i \ 32 \� , 827 8428 / �� / /'� ` • \ \' "3�����G�' j �•� 847 � \ \ 829 r 34 50 1 � "$30B ,i i \846 CSM VOL 2 35 �� 49 i 45 y i 36 \$30 - ;' 48 , zo o 796A 37 �` 832 �.�/ 47o 34 OT i� 834 �, � 842 0 `L 39 841 ° ,\ <' 40 A 835 44 s�, 796A 1 v 3 836 �`�� 43 ',840 37 - 42 839 CSM VOL 1 PG 282 �--- 437D NE 1/4-NE 1 /4 441 St. Croix County Map Output Page Page 1 of 1 S, juj+t L St. Croix County Mapp in 53 826 No Fe 31 i ., 81AA 827 52 32u 648 i�RIN S 5 1 Fe 847 829 . s • �` r \ 4 s3AS CSM Ue 843 �0 796A SOMERSET , 832 ��� 47 `To Aw ,, R M 833 841 Otc 4 4 R1 x � A 44 >S 796A1 836 43,E 839 CSM VOL I PG 28 ` 740 ROE vane ore mE STJOSEPH 22 OnC2 °a ' �F { Legend MtryUpal 6otirdalez St. Croix County Planning Department r � EB �` bd1 " 1s1aris 1101 Carmichael Road Cerl1k d arvey Rllaps Hudson, WI 54016 Rwcels Phone: (715) 386 -4674 P CW W C C�C� pa�road Drai rYage DISCLAIMER : The information contained on this map is advisory. Map Streams accuracy is limited by the quality of the public records from which it was o prepared. It is not intended as a substitute for an accurate field survey. Perrenlae cream h*e l I*ni cream AERIAL PHOTOS : Aerial photography is date - sensitive. Features that exist presently in the County may not be present in the photos. i http: //69.5 8.147.26 /servlet/com.esri. esrimap.Esrimap? ServiceName= StCroixOV &ClientVers... 10/28/2004 i i ! i I I I I 4 N ezzc asad iz 'ioA aw / \ / W31SAS SiVNIaHOOO v AINnoo Xloklo •1S 3H1 1 3 in LLJ LU cn CD sk : LU LU / \ \ mo � �/ • <::�::::' ° �, � / o Lu U . O �; \ / •.'sE• e: V V D ,/ a Ic N� / cy _ AMR & 4 ! : oc tQ .•. O a � ? � O dd. /' \ \ �\'$� C � ` `'�;� J� • • / � O �j W N N W O 5 U- Z O z m v� b`� ` � Z ■■ O 3 J O d' 6� �// \y hh\ LU CL 3 . a W ;� c��s( I � �z; W Q cm ? 6C ' O Z x yNN prUoil 1�1ih1 Z .O U� XI N - Z 3 o f \ Q (� O r- ¢ Q i \ I I z c / V M a �� � pp o m o x° z e g g / z Zp o az Z O tt 7 r i E p W i W z¢ p W t0 v z = s3�vd J e0 ' E 3 33A xdO3 es - er - aad 338 "' dVN A3Aans a3IdI.L833 (a O. SUO p Kdee:ze 90@Z/CZ/90 AWf10 )a0H0 ?JS 'TS0331 Sad a3AI3338 i M � * '03 KI083 '.Ls "'3Q e ` Q - 0 83 IJ38 d3S ° H H3�'(�jI V K ;Vd ^[DA •9 t 8�8 C13A1303H 1 L ST. CROIX COUNTY SURVEYOR'S RECORD CERTIFIED SURVEY PLAT I, Arthur M. Holm, Registered Land Surveyor, Hereby Certify: That in full compliance with the provisions of Chapter 236.34 of the Wisconsin Statutes and under the direction of John C. Dahlquist, President, Heritage Valley Corp., as owner, I have surveyed, divided and mapped a parcel of land, that this Certificate correctly represents all exterior boundaries and the sub- division of the land surveyed; and that the land surveyed is more particular- ly described as follows, to wit: All Bthat part of Gov't. Lot 1, Sec. 15, in T30N, R20W, St. Croix Co., Wisconsin, which lies SE? ly of the Plat of TWIN SPRINGS ADDITION as the same is on file and of record in the Office of the Register of Deeds in and for said County and State, and lying SWI1y of a SE'ly projection of the NE'ly line of Lot 48 of said TWIN SPRINGS ADDITION. Containing 3.1 acres, more or less. Dated this 21st day of April, 1976. Arthur M,. g r" I Wise. R.L.S. Numb D A - `�• C}n ��e ...ate. ,1 . a f✓ i �� / H > 0 e 1 '17 Vt o T d � ..SEC, i � ; jJiL' :4 /� 'D✓(/. \ ° 0 Se. L���l G.t. 2 - � CO. N1 0 NT, P ' 2G0 , SW Cot. S Ee. off, -� Indicates Iron Pipe Found in place. -o- Indicates Iron Pipe set. Bearings shown are recorded on the Plat of TWIN SPRINGS ADDITION. Scale: 1 Inch equals 20.0 feet. July 30, 1976 Added details of 66 foot wide easement over part of Lots 43 and 44 . Legal Description of Easement on reverse side. APPROVED ST . CROIX COUNTY (see over) COMPREHENSIVE PARKS PLANNIN•..• AN D ZONWG COMMITTEE Volume 1 page 28* AUE 3 1976 APPROVAL OF THIS MINOR SUBDIVISION DOES NOT MEAN APPROVAL FOR SEPTIC SYSTEM. REFER TO H62.20 I� ST. CROIX COUNTY SURVEYOR'S RECORD CERTIFIED SURVEY PLAT 344 Note: -e- Indicates: irons found. -o- Indicates irons set. 13 b 4� ESM.VT, i Scale: 1 Inch _ 200 -- -- Zsa - -- Bearings shown are based on TWIN SPRINGS ADDITION Datum. 'Pit L � Q la or t bti z I } I FEB 1 6 197 . —� I o+ �— S 6 .eie.s�fs•ao• - saa�oo e• \ �` r , e Q ` ✓� u, z 16,0 9,4 2y D Amwvmp FED 16 1977 IT. CROIX COUNTY "M pRFi`iEN 4 PAM PW WO zsi. r' ioo � �s6, c� y5�' �11I1 t01gNG C�ii AAMiii@ APPROVAL OF THIS 1-41 OR SUBDIVISIOM (� a DOES NOT ti +.': t=;1•,' . \Pi 0VAL FOR SEPTIC 1 �'Q4yti SYSTEM. REFER TO K162.20 Ga�jl (see other side) So' �� Volume 2page 344 Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and Human Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croix not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # / dimensioned, north arrow, and location and distance to nearest road. Q o 2 -�b —66 - 60S APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION REVIEWgDBY DATE PROPERTY OWNER: PROPERTY LOCATION Ron Urhammer ' Tv 1 aa d GOVT. LOT SE 1/4 SE 114 15 30 N,R 20 fir) W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME CSM # 4191 MI t. n/a n/a I 'Rain Springs CITY, STATE ZIP CODE PHONE NUMBER ❑CITY OVILLAGE MOWN NEAREST ROAD Eagan, MN. 55123 (612683 -9030 Somerset I Tw rings Rd. New Construction . Use bcj Residential / Number of bedrooms 1 [ ] Addition to existing building (] Replacement [ I Public or commercial describe Code derived daily flow 450 gpd Recommended design loading rate n/p bed, gpd /ft n/p trench, gpd /ft Absorption area required n/P bed, ft n/P trench, ft Maximum design loading rate bed, gpd /ft trench, gpd /ft Recommended infiltration surface elevation(s) n/P It (as referred to site plan benchmark) Additional design / site considerations site found to unsuitable for system Parent material 1 im _s .onPresi doom, si 1 ty sedi mPnt Flood plain elevation, if applicable j3 / ft S = Suitable for system CONVENTIONAL I MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem ❑ S C*I ❑ S ) Q U ❑ S U 1 ❑ S U ❑ S IQU I ❑ S SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 1 0 -8 10yr3/2 none SL 2 /m /gr mvfr c/s 2/m .5 .6 2 8 -23 10yr6/2 c2d 10yr5 /6 sil. 1 /f /gr mfr na/ n/a .2 .3 Ground elev. n ft. Depth to limiting factor 8 11 Remarks: Boring # 1 0 -12 10yr4 /3 none SL. washed. in s 'l 2 ` 2 12 -18 10yr2/1 c2d 10yr5 /6 t4assive organic n/a /a /a n/p n/p 3 18 -25 10yr6/2 m2p 5yr4/6 sil 1 /f /gr mfr g/w n/a .2 .3 Ground elev. 4 25 -40 10yr7/1 m2d 5yr4/6 cl. M n/a /a n/a n/p nLaft, 1Uy r5j4 limestone mixed in wit hori on i/ Depth to limiting factor 12 Remarks: CST Name _ Please Print Car L. Steel P 175 -246 -620 Address: 1554 200th. Ave. New Richmond, WI. 54017 Z Signature: Date: T . i 6- 2 8 PROPERTY OWNER Ron Urhammer SOIL DESCRIPTION REPORT Page 2 Gf 3- PARCEL I.D. # Depth Dominant Color Mottles Texture Structure Consistence Roots GPD /ft Boring # Horizon in. Munsell . Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ITrench fi'• :..: `. 1 -4 1 3/2 none SL. 2/m/gr mvfr cls 2/m .5 .6 '' 2 -14 10yr4/4 none SL. 2/m /sbk mfr g/w 1/f .5 .6 Ground 3 4 -24 10yr6 /6 none limestone resid le bedro k n/a n/p n/p elev. n�ft. 4 24 -33 10yr6 /1 gleyed Cl. M n/a n/a n/a n/p n/p Depth to limiting factor Remarks: Boring # 1 0 -10 10yr3 /2 none SL. 2 /ra /gr mvfr C 2/m .5 ' .6 ` "= 4€ 2 10 -27 10yr4 /4 none SL. 2/m /sbk mfr g/w 1/m .5 .6 M-: 3 27 -44 7.5yr4/6 m2p 7.5yr5/8 si -cl M n/a na/ /a n/p n/p Ground elev. n4a- ft. Depth to limiting factor 2 Remarks: Boring # 1 0 -15 washed. in n&xture of limestone r siduum, sands & organics 2 15 -26 10yr2 /1 gleyed. organ 1c mate ial 11 na/ c/s n/a n/p `n /p 3 26 -40 10yr2 /1 gleyed organic mate ial w/ water seepage Ground elev. n ft. Depth to limiting factor o ,. Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) r y I STEEL'S SOIL SERVICE 15 tE 299th Avo Gary L. 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H > -a O - L C> > C (0 -�-) "� C7 Lam 0 N m O. _m 'gym. m m V �. p c N v1 ui O .�., c U> O Q N m a m Q y 7 t� pq m E 3 m o eoc E0 ocoo 0) Q. mo omm ;u 0) 2i c ` c� m m�� , W w m EcoU t0 m' m .- m0)3 m p) mto p m m m c c c a � o � y c c m 3 m m � >- m> > 3 'v 4) m C 3 m�; p o 0 °w 3c 3 �� m c�m co to sou Lmm � a �m Loo �v ° >o a� p0m ` 3: Cc �O -0 i- F F - F-� F- 3 a s F-. >> 0 c.mcz �> Parcel #: 032 - 2084 -60 -025 05/08/2008 07:54 AM PAGE 1OF1 Alt. Parcel #: 14.30.20.838A 032 - TOWN OF SOMERSET Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 06/23/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - SANDAHL, JERALD W & JOANNE M JERALD W & JOANNE M SANDAHL 1491 TWIN SPRINGS RD HOULTON WI 54082 Districts: SC = School SP = Special Property Address(es): n ary / Type Dist # Description 1491 TWIN SPRINGS RD / SC 5432 SOMERSET c j � � (� SP S 3 1700 WITC ( c � /J ( 6 s : /Cp 'k Legal Description: Acres: 2.230 Plat: 5228 -CSM 21 -5228 032 -06 SEC 15 T30N R20W PT GOV LOT 1 BEING LOTS Block/Condo Bldg: LOT 01 42 -48 TWIN SPRINGS ADD NKA CSM 21 -5228 LOT 1 (2.23 AC) ract(s): ( ec- Twn -Rng 40 1/4 160 1/4) 15- 30N -20W Notes: Parcel History: Date Doc # Vol /Page Type 11/13/2006 838654 EZ -U 06/23/2006 828162 21/5228 CSM 02/02/2006 817749 AFF 09/03/2004 773391 2649/262 WD more 2008 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations Last Changed: 07/17/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.230 35,700 10,000 45,700 NO Totals for 2008: General Property 2.230 35,700 10,000 45,700 Woodland 0.000 0 0 Totals for 2007: General Property 2.230 35,700 10,000 45,700 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 CROIX COUNTY PLANNING ZONING January 2, 2008 Jerald Sandahl Or Current Property Owner 1491 Twin Springs Rd Houlton, WI 54082 RE: Pretreatment System Service and Inspection Requirement Code Administration Dear Property Owner: 715 - 386 -4680 This property's Private On -site Wastewater Treatment System ( POWTS) includes a Land Information & pretreatment component that must be inspected at intervals specified in its service contract. i Plannng ann6 -4674 St. Croix County Sanitary Ordinance 12.7 and WI DComm 83.52 (1) state owner responsibilities for maintenance and inspection of POWTS that require evaluation and Real Pro P, e monitoring at intervals of less than 12 months. The sanitary permit issued for installation of 715 -386=67 7 this POWTS required that an ATU Service Agreement be recorded on the deed for this property. If ownership has changed, this must be corrected. Recycling 715 -386 -4675 Based on our records the pretreatment unit on this property is due for an inspection and maintenance service. Inspection and maintenance reporting for a pretreatment unit is separate from the routine pumping /inspection required for the septic tank. The certified septic tank pumper and the POWTS maintainer that inspect your system are required to submit reports to St. Croix County so that routine maintenance completed on residents' septic systems can be documented. Please return this form to St. Croix County Planning & Zoning office along with a copy of the pretreatment inspection form completed by the licensed POWTS maintainer to avoid enforcement actions. Please be advised that fines and/or forfeitures of not less than $100.00 and more than $500.00 per day everyday can be issued if the required service is not completed in a timely manner. If you have any questions about what is required feel free to contact me at 715- 386 -4680. Sincerely, Ryan Yarrington Zoning Technician Pretreatment Component inspection and maintenance service date: POWTS maintainer Name and license number: POWTS Inspection Service Contract provider name: Address. Phone: Service Contract date and duration: ST. CRO /X COUNTY GOVERNMENT CENTER 1 101 CARMICHAEL ROAD, HUDSON, W1 54016 715 -386 -4686 FAX PZO SA /NT-CRO /X. W/. US WWW.CO.SAINT- CROIX.WI.US o a�i o0 y °o O 0 64 O V m O a ° I ° g c wmc cNm 0 3 O N c d N U N E O• - v ° c c N oc��ym C oco Co N > •O .y N 2 3 y O Z fC N LIN Q N M y ?r c0 I N �, y T O I O Cp (n �L 4 , E Lo "t y m Q r CO � o� E rnC a0 - w I 3 2 M N'E �� O vi J� O Q O) N Op Q C c p_ > O 'o O N O N 0 O O N 0. "C! CO Q Q T N 3 O p y 3 p N . 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