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Debbie Zimmerman From: Debbie Zimmerman Sent: Tuesday, January 13, 2004 2:24 PM To: Judy Olson Cc: Steven Fisher Subject: closed session Judy - Here is what happened at the closed session: Motion by Burri, seconded by Anderson and carried to reconvene into open session pursuant to Wis. Stats. Section 19.85 (2). Motion by Jensen, seconded by Anderson and carried that Section 17.27(3)(a)3 of the St. Croix County Zoning Ordinance will not be enforceable in the Wigwam Shores Subdivision in the Town of Star Prairie. If you have any questions, let me know. Thanks, Judy. Deb i AMENDED ST. CROIX COUNTY NOTICE OF COMMITTEE TO: Clarence Malick, St. Croix County Board Chairperson FROM: Art Jensen, Chairperson COMMITTEE TITLE: Planning, Zoning & Parks DATE OF MEETING: Tuesday, January 13, 2004 TIME: 9:00 a.m. LOCATION: St. Croix County Government Center 1101 Carmichael Road, Room 1281 Hudson WI CALL TO ORDER: ROLL CALL: ADOPTION OF AGENDA: ACTION ON PREVIOUS MINUTES: DATE OF NEXT MEETING 1. County Surveyor Update 2. Park Business a. Bills and Invoices b. Directors Report c. Friends of Perch Lake Agreement d. Park Host Agreement and Application Form e. Park House 4. Planning Business a. Bills and Invoices b. Town Planning Projects c. Regional Wastewater Issues d. Stillwater Bridge Presentation e. Land Information Program f. Land Information Internet Access Policy g. Property Tax Processing 5. Ordinance Development a. Nonmetallic Mining b. Subdivision Ordinance /Sanitary Code 6. Zoning Business 1. Substandard Shoreland Lots: Possibility of closed session pursuant to Wis. Stats.19.85(1)(g) — conferring with legal counsel regarding potential County Litigation. Reconvene into open session pursuant to Section 19.85(2). 2. Municipal plats 3. Viewings 5. Ordinance Development AGENDA ITEMS FOR NEXT MEETING - ANNOUNCEMENTS & CORRESPONDENCE - ADJOURNMENT (This agenda not necessarily presented in this order.) Date: January 8, 2004 *Items added or revised for amended agenda. Cc: County Board Office, News Media/Notice Board, County Clerk, Committee Members Rod Eslinger From: Rod Eslinger Sent: Wednesday, June 18, 2003 3:50 PM To: Eric Lundell Subject: Wigwam Shores Plat Honorable Judge Lundell, Thank you for taking the time to meet with me on June 3rd to discuss the Wigwam Shores Plat agreement from 1978. 1 would like to summarize what we had discussed on the 3rd regarding the County's agreement with the owners of Wigwam Shores Plat. am going to restate the agreement points and then state my understanding of the points. a) The Wigwam Shores Addition plat is valid. From our conversation, I understood this to mean that the plat is legal and it was recorded prior to the date of the 1967 ordinance. This point does not exempt the Plat from the shoreland standards. b) The setback provisions of the St. Croix County ordinance do not apply to the roads within Wigwam Shores Addition plat as long as the roads remain private roads. Owners verify that they do not intend to make such private roads public. This agreement point says that the County road setbacks do not apply on the Brave and Shore Drives. However, the shoreline setback of 75 feet is in full force and effect. c) With reference to shoreline setback and width, and lot width at building site, the St. Croix County ordinance applies: however, owners may apply for special exceptions for those lots which do not conform and reasonable consideration will be given to such applications. From our discussion I understood that this point allowed the owner the right to seek relief from the shoreland provisions via variance or special exception. In the current situation that I'm dealing with, in order for a property owner to sell or use substandard lot which is under common ownership of adjoining lands, that owner would need to apply and successfully receive a variance from the St. Croix County Board of Adjustment. If I have misrepresented any of the agreement points please correct me were necessary. Thank you for your time. Rod Rod Eslinger Zoning Specialist St. Croix County Zoning 1101 Carmichael Road Hudson, WI 54016 Ph. 715- 386 -4680 Fax 715 - 386 -4686 i i.Aw or•r•Ierw GAYLORD, BY E & R UD1.1, S. C. 113 t.A`ir Eum S•rRr:r:T RIVER FAI.rS. AVIN-001%SUN 54022 March 1, 1978 C r_ GA VIXPRU TEt.1 YfIO� J; c U. uvr: x rtT n L. Ito )1.1 ARr_% CODE 715 8TVART J. r NUEGER �i5 -Y�56 Mr. Eric J. Lundell District Attorney St. Croix County Courthouse Hudson, WI 54016 Re: Neubel- Luger Wigwam Shores Addition Dear Mr. Lundell: It appears that you and I can close out the dis- agreements on the above addition without litigation, based on our various items of correspondence, if I can get it in a summarized form for the. County Zoning Administrator and Town authorities. To this end, I have summarized the points you and I appear to have resolved and, if this meets with your approval, perhaps you would endorse a copy of this letter and I will forward it on to all the parties, closing out this matter. As I understand it, we are in agreement that: (a) The Wigwam Shores Addition plat is valid. (District Attorney's letter 10/6/77.) (b) The setback provisions of the St. Croix County ordinance do not apply to the roads within Wigwam Shores. Addition plat as long as the roads 'remain private roads. Owners verify that they do not intend to make such private roads',public. (District Attorney's letter 12/28/77; counsel's letter to D.A., 12/12/77.) (c) With reference to shoreline setback and width, and lot width at building site, the St. Croix Couity ordinance applies; however, I � Mr. Eric J. Lundell March 1, 1978 Page 2 owners may apply for special exceptions for those lots which do not conform and reasonable consideration will be given to such applications. If this is a correct summary, would you endorse your approval? This matter can then be concluded. Very truly yours, C. yl CLG:sp Approved: r C. L. Gaylord At ey for 0 ers j - e t' -�- 4, 4 Eric J. L ndell St. Croix County District Attorney O I aA NC N� I i � p m i �v / � z,...2.__ Z Z.. a m ol rnp .,gym �rn� ;a mr 'r G)\ rn CD a Z'�' n r^ 0 I rn�lOn���rn to? i i��lmm p y� Imp a w a�I 1 I I m O O A � NVi��p� INS p I .. A .,... w w �m A�� � � N � A c� io, Irn T� �co ri I O T 47 p X rn� go A , 2 p w ova j n0 � 02 o2 op A .... N O __.... .. m " - m m N o� D I � m� D� b we w ;D wC om rn co a��3p CD f'1 CL —+ (D a) m o =r C�l� CL (a A� '* v N O �+ 3 M �. ■ lD O ■ CL O QO O C. O CL � O O 0 O ? y N O c 'a O ml C 0 N 3 O O � m (D � -ti O � O Wisconsin Department of Commerce CP PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT sanitary Permit No: * r 0 � 395174 GENERAL INFORMATION (ATTACH TO PERMIT) S tate Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)J. /:7(0 - - r - �D Permit Holder's Name: City Village X Township Parcel Tax No: Orf, JU11 Star Prairie Township 038 - 1147 -70 -000 CST BM Ele Insp. BM Elev: BM q@scription: TANK INFORMATION E EVATI N DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing a Alt. BM Aeration Bldg. Sewer �� 43 r� . �+L f Holding, SUHt Inlet , 8 . l � TANK SETBACK INFORMATION St/Ht Outlet S TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 1 Z s �j/ _ Dt Bottom Z-423 ?„ r CPO 1 Dosing ZS / � �\ ? Header /Man 4s yv il l p J n [ J' Aeration Dist. Pipe 611 j :� B " 110 93 Holding Bot. System 5"0 2 r Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand St Cover - o*..+' _ GPM Model Number S V-'" 4 4\ � a. q�4 TDH Lift Friction Loss System Head TDH Ft A / 0 I ��. C 1 31 6� 2.5 - D 3.5 5.2� p .� a Obrcemain Length % Dia. rt Dist. to Well Z SOIL ABSORPTION SYSTEM Width Length No. Of (renclies A PIT DIMENSIONS No. Of Pits Inside Dia. Liquid C;,ptrn ENSIONS 3 SETBACK SYSTEM TO P/L BLDG IWELL LAKE/STREAM LEACHING Manufact INFORMATION CHAMBER OR Type Of System: 28 � ` UNIT Model Number: `�" O•�w�CJ 10 + - 'fC DISTRIBUTION SYSTEM 4.. Co 5' ( Header /Man Dia Dia ifold Distribution 4 x Hole Si x Hole Spacing o Air Intake / N Pipe(s) 1 3.t� / 3 A ength L 2 Length 2 -� _ Spacing �b 2 SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx SeededlSodded xx Mulched Fn] Bed/Trench Center Bed/Trench Edges Topsoil Yes jig] No Yes No COMMEN_TS (Inclu code discrgp pe sons pr sent, etc.) _/�� Irr ection #1: / 30 / d Inspection #2: -- f --- -h Nv I c p a Pending n nown (SE 1/4 NE 1/417 T31N R18W) r wam Shore of 6 &7 Parcel No: 17.31.18.629 1.) Alt BM Description 2.) Bldg sewer length - amount of cover= 3.) Contour = 14 • I ?n revision Required? ❑ Yes )<No � No. j oJ� h r sg ids for additia formation L �9B1TS7t�sep or s Si ature Cert Sanitary Permit Application ` �n Safety &Buildings Division • In accord with Comm 83.2 1, Wis. Adm. Code 2 U// , /� 201 W. Washington Ave. �� /� w See reverse side for instructions for completing this application ��'u " v PO Box 7302 ®�SCOrl . iln Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302 Department of Commerce (Submit completed form to county if not [Privacy Law, s. 15.04(1)(m)] state owned.) Attach complete plans (to the county copy only) for the system, on paper not less than 8 -1/2 x 11 inches in size. County State Sanitary Permit Number ❑ Check if q p r t&vious„ application State Plan I. D. Number 3 s I - ! C► I _ 1� o � �_ I. Application Information - Please Print all Information . Location: Property Owner Name / rel` Property L�occaation / / 1/4//i� S 3 J,N, Y( �E (o Property Owner's Mailing Address �, Lot Number Block Number 7 City, State Zip Code ne Numbe t[,r Subdivision Name or CSM Number r i1w;" a 2' II. Type of Building: (check one) �� ❑City 1 or 2 Family Dwelling - No. of Bedrooms: =' Village own o f ❑`Public /Commercial (describe use):_ � L , ❑ State -Owne �f 2 (� _-1 �O Nearest Road �- i l I�• (' �' Z-1 Parcel Tax Number(s) III. Type of Permit: (Check only one box on line A. Check box on line B if applicable) A) 1. JaNew 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to System System Tank Only Existing System B) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) ` on �. ❑ Non - pressurized In- ground ZMound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade I n Aerobic Treatment LTnit u ❑ Re 'rcuI ti ❑ Other: o k y S = tz t -� s V. DispersaVrreatktent Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade 1 Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) r� Elevation VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks OJ ❑ ❑ ❑ ❑ 0 « x b r a / sec \ ❑ ❑ ❑ ❑ VIII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown o the attached plans. Plumbe ' Name (print) Plumber' 'gnature (no stamps ): MP/MPRS No. Business Phone Number - 7 e Plum s Address (Street, City, State, Zip Code) r' IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issui g Agent Sign a re (No stamps) I�Approved ❑ Owner Given Initial Adverse Surcharge Fee) Determination 4P 3 Z $ - • 6 X. Conditions of Approval /Reasons for Disapproval: �+ `Anc C0 i } w / ,.0 �4 ba iwS{A jjy)a v+ ���L- t �, GSkC ly itM c✓fi� �/�t �enti + c1(f tht �O.�SC \ccNEt6`l l.ia5 5�c`w°l �,, �t a (IGwv ✓1 tlwv\'t►t�lipfi� �, 0 'Ma twtwe 2 t, c6x�ar�« u(I - ,4tc k-f G,�- t �CeC 3�►��``��jj 1{,t g3��t .a W c S .�S of Ss�tauck omw 1(� ✓o,, , o� SBD -6398 (R. 07/00) PLOT PLAN - orf ADDRESS 1517 95th St. New Richmond WI 54017 1 1 4 NE 1 /4 s 17 /T 31 N/R 18 W TOWN Star Prairie COUNTY ST. CROIX ` MFRS Byron Bird Jr. 220527 DATE 6/22/01 BEDROOM 3 CONVENTIONAL IN -GRO D PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE I LOAD RATE 1.0 ABSORPTION AREA 450 Bed Size 10'x 45' BENCHMARK V.R.P. Top of Nai in power pole ASSUME ELEVATION 100' ❑ BOREHOLE O WELL *H.R.P Power Pole SYSTEM ELEVATION 92.9 B.M. Tepee Trail Please note: mound is Tank is o be properly being designed for bedded nd provided with Well is to meet all maximum width due to lockdo n covers with setbacks found in the width of the lot and approv d warning labels comm. 83 give room for well and 0 9; H future garage m Combo Tank Neighboring well is r Pro 3 >50' from system 5 — AA Bedroom m to House B-1 93' B -3 92 Neighbor's 1 S' 91 House 5% B -2 Slo 90 i Area 15' Below System is to o, remain undisturbed ( ; 0fi � All debris is to be removed as per code m 'M uiL Squaw Lake 1 ErV CE Plans designed using mound and Scale 1 /4 10 pressure manuals version 2.0 = = Safety and Buildings 1 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264 -8777 iscon www.w sin www.commerce.s s i n.gov isconin.gov Department of Commerce Scott McCallum, Governor Brenda J. Blanchard, Secretary July 14, 2001 CUST ID No.220527 A777V: POWTS Inspector ZONING OFFICE BYRON BIRD JR ST CROIX COUNTY SPIA 896 68TH AVE 1101 CARMICHAEL RD AMERY WI 54001 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/14/2003 Identification Numbers Transaction ID No. 660176 SITE: Site ID No. 632535 JULIE ORF Please refer to both identification numbers, TEE PEE TRAIL above, in all correspondence with the agency. TOWN OF STAR PRAIRIE ST CROIX COUNTY SETA, NEIA, S17, T3 IN, R18W FOR: NEW MOUND, 450 GPD OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 800978 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. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10691 -P ( N.01 /01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10706 -P (N.01 /01). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of + the mound component manual are complied with. A copy of this information must be given to the owner upd "? CC completion of the project. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the - - -�`- -� requirements of Sec. 145.135 and 145.19, Wis. Slats. N • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The maintenance plan for this system must be given to the owner of the POWTS. Site Specific Conditions: • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. "+�llllllln • Surface water drainage shall be diverted away from the system area. BYRON BIRD JR Page 2 7/14/01 • Materials shall conform to the requirements of COMM 84. • The designer proposes to install a state approve outlet filter to achieve the requirement of wastewater particle size. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic tank outlet filter will be required. The outlet filter shall be installed per product approval stipulations. • Maintain well and waterline set backs per COMM 83.43(8)(i). • Maintain lot line set back per COMM 83.43(8)(1). 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. Sincerely, FEE REQUIRED $ 175.00 } . FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 PATRICIA L SHANDORF POWTS PLAN REVIEWER, INTEGRATED SERVICES WiSMART code: 7633 (715) 634 -7810, FAX: (715) 634-5150, M -F 7:45 AM - 4:30 PM PSHANDORF @COMMERCE. STATE. WI.US cc: JULIE ORF PLOT PLAN PROJECT Julie Orf ADDRESS 1517 95th St. New Richmond Wi 54017 SE 1/4 NE 1 /4s 17 /T 31 N/R 18 W TOWN Star Prairie COUNTY ST. CROIX MPRS Byron Bird Jr 220527 DATE6 /22/01 BEDROOM 3 CONVENTIONAL IN -GRO D PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 450 Bed Size 10'x 45' BENCHMARK V.R.P. Top of Nall in power pole ASSUME ELEVATION 100' ❑ BOREHOLE O WELL :H.R.P Power Pole SYSTEM ELEVATION 92.9 B.M. Tepee Trail Please note: mound is Tank is o be properly being desinged for bedded nd provided with Well is to meet all maximum width due to lockdo n covers with setbacks found in the width of the lot and approv d warning labels comm. 83 give room for well and future garage o Huffcutt -0 w Co mbo Neighboring well is Tan Pro 3 >50' from system AA r Bedroom ` {0 House B -1 ►.�� 93' B-3 9 2 Neighbor's S' 91 House 1 5% B -2 Slo 90 Area 15' Below System is to o remain undisturbed m y Y °9 � All debris is to be removed as per code cu BUIL Squaw Lake - Plans designed using mound and Scale 1 /4 10' pressure manuals version 2.0 = " = L Perforatso Pips Ostoif 0 Perforo +to PVC P.Pt "OW LOOo)$$ On f1011err1, veQ Qrt twquoaY tiosese (I le a t PVC f%orc. MoiA i JrIPAT %V.L Nax'r TO COR 04" p MOM old Pips L � sf o Oisaia�non , P+pe 4 xf 00 Op 01e 1ribatian Pipe Layout P Ft R 3 Fj, X Inches y a Inches Signed: Hole Diameter 2Z Z6 Inch Lateral " /• J License Number; Inch(es) Manif inches Date:. Force Mein " Inches 0 of holes /pipe; Invert Elevdtion of Laterals 23 Ft... Page _ Of Synthetic Covering Distribution , Pipe _. Sand C Topsoil a 5 %Slope Be d Of f-2 , 1 ; , Farce Moin Plowed Aggregate From Pump Laye D Ft. Cross Section Of A Mound System Using E Ft. A Bed For The Absorption Area F Ft. G ( Ft. I Signed; r A�Ft. N ,� Ft. 8 Ft. License Nu / m r: 0 7o�(�.S o � � K Ft. Date: fi ���� L � Ft. J Z Ft. T Ft. 9, Ft. i Observation Pipe—..,, K A 1.--- - - - - -- ----- - - - --- - - -- = = - -- _-__ -_ _ I W ° 5 _...._ 1 ___.. ....��..__ -------- ----------- -- ( Force Main Distribution Bed Of ?"— 2 2 2 p ipe Aggregate T4, (A i L(,P� Observation Pip P Permanent Markers e. ¢ c e!/ Plan View Of Mound Using A For The Absorption Area I SEPTIC TANK &.PUMP CHAMBER CROSS SECTION AND SPECIFI v" CI VENT PIPE 12" MIN. ABOVE GRADE E WEATHERPROOF ?'25 FROM DOOR, WINDOW OR JUNCTION BOX APPROVED FRESH AIR INTAKE WITH CONDUIT MANHOLE COVER W1 PADLOCK E FINISHED GRADE WARNING LABEL 41 4" MIN. MBE. T. C1WL1kW► 4W I®" TN. ��t� �S M1N• INLET HT PGAS- WATER TIGHT SEALS --�— TIG � 7J AOPPIROVED ROVED f1tTER - A SEAL N'S W ITH APPROVED 8 ALM PIPE PIPE 3' . T. ON ONTO ONTO SOLID .I0 SOIL SOIL G i PUMP OFF ELEV , 92 -� OFF' D 3" APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS l: /.f�c�Ile, SEPTIC / DOSE TANK MANUFACTURER NUMBER DOSES PER DAY: TANK SIZES SEPTIC GAL. DOSE VOLUME INCLUDING DOSE GAL. FLOWBACK: GAL. ALARM MANUFACTURER: EG' ar S fP CAPACITIES: A = INCHES m AL. MODEL NUMBER: L r g : 2 INCHES 2 Lb SWITCH TYPE: %� r PUMP MANUFACTURER: / �g G = INCHES a O�GAL. MODEL NUMBER: - Ile, ` D = INCHES = GAL. SWITCH TYPE: Jn �� REQUIRED DISCHARGE RATE � GPM PUMP B ALARM WIRING AS PER ILHR 16.23 WAC VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE FEET + MINIMUM NETWORK SUPPLY PRESSURE . . . . • • • • . • . . . 2-.5 FEET + a FEET FORCEMAIN X FT /100 FT. FRICTION FACTOR 1. 1 = FEET ---- TOTAL DYNAMIC HEAD - INTERNAL DIMENSIONS OF PUMP TANK: LENGTH L S ; 41 DTFI `I DIAMETER LIQUID SIGNED: LICENSE NUMBER: DATE: ✓ ilBB Performance Data 40 30 Pump Characteristics 20 Moter Unit submersime IZ ttfbaseal Modak soFF40Mi SBE64OM2 EF Autwnatic Models 9 EF40A1 SNEF40A2 4/10 10 I Full load 12 6.5 motor Shaded Pok (4 Pole) 0 R.P.FA. 11550 10 20 30 GPM 0 SO 60 70 Phase 18 y 115 230 Tofal Head (feet) 10 14 17 31 29 28 30 35 Next: 60 {m) 3.0 4.3 5.2 6.1 7.6 Et.S .8 10 .7 ' Z 120° f Max. Flail 70 60 gp 40 3 1 20 10 0 l A GPM (US. GPM) 33.2 .5 1.9 1.3 .63 � Chass A 1 s" t1PT Dimensional Data Solids Hu 314 1 W 24 lbs. 3.7/8• a-sre• (188 1. AN dimensions in inches. (Metrk fcr (0e.42) Power Card 1$/3, SJTNI, 20 std. 5• (ter, international Use). (30' op") 3.7m' 2. Component dimensions may (08.42) vary 11/8 inch. Materials of Construction Handle s ks ; 3. Not for construttioh purpose 3 -7/8' DISCHAFiG t•i NPT E Lubrket Oil Dlelextrk 011 (98.42) h unless certified. FLONAT Mlata Nousbr Can Iron SWITCH —�-- — SW1 4. Dimensions and weights arc � P Casing Cast Iron approximate. Shah Steel fllechonkat Seal.Facaz tarboe /teramlc — - 5 W e: re38rYe t he ri 10 make shaft seal Seat Bogy: Anodized s "feet reVisi011s to our .prodw and t S rT '.Sto6tless. Steel spa ifkglkns ±altitout tloiice. nn � P bebows: k .w �' 'YM t f WA'k.. F .1613/7� s `i3iat Beo' 'lroai 51a'eve _ U _ 4 LeweT B n rlOYlk: l{a11$ xa {a.± Fatlteners ' S _ �t� )i • l � �' l 1 * \ .l iy+l y� .h.�`� J � t r � tt La1J5 . �+ a 1 ' v a. �� ; k. �.. , � g" � ;;.� ' b'Y � � ' ?���' �' `��•^.RU�l��F 3s•� �w�„ a • f h .> e M1 <. 0 1998 Hydrornc6e Pumps, Asfilo�, io. i9fite Re N o HYDROMATIC® — Your Autlw ^Zedt , l Oistritwto� III mum i $40 Boney Rood Ashland, Ohio 44805 Tel: 419. 289.3042 Fax: 419. 281 -4087 Web Site: www.peotairpump.com SALES OFFICES IN All MAJOR CRIES AND COUNTRIES aF� Refer to 'Pumps' o the yellow CI ps "' y pages of your phone directory for your local Distributor Iterr#: W -02 -6680 1198 5M ��ano Page of — System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may 1111 above normal highwater levels. When power Is restored the excess wastewater 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; patntinir t)roducts: mdcldes: sanitary naokins: tampons: and water softener brine. ABANDONEMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to Insure that the system is property and safely abandoned in compliance with ch. 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 fl(led with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS falls 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 repiacelf.ent area. Replacement systems must comply with the rules In effect at that time. X 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 soli 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> > 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 n�pn.cctat.x.. ADDITIONAL COMMENTS / POWTS INSTALLER POWTS MAINTAINER Name , Name Phone ,- J : Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Agency f POWTS OWNER'S MANUAL at MANAGEMENT PLAN page FILE INFORMATION SYSTEM SPECIFICATIONS Owner ;�� e - 0r Septic Tank Capacity p n ga l ❑ NA Permit # Septic Tank Manufacturer ❑ NA. DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA Number of Bedrooms UeM Effluent Filter Model 16G ° NA Number of Commercial Units NA Pump Tank Capacity gal ❑ NA Estimated flow (average) gal /day Pump Tank Manufacturer L - 3 NA Design Row (peak), (Estimated x 1.5) 3;/ gaVdaY Pump Manufacturer /�j- D,xpG� NA Soil Application Rate O gal /day /W Pump Model S�j!'�o ( ❑ NA Influent/Effluent Quality Monthly average* Pretreatment Unit ANA ' ❑Sand /Gravel Filter ❑Peat Filter Fats, Oil 8t Grease (FOG) 530 mg/L ❑ Mechanical Aeration ❑Wetland Biochemical Oxygen Demand (BODs) 5220 mg/L ❑Disinfection ❑Other: Total Suspended Solids (TSS) 5150 mg/L Manufacturer Pretreated Effluent Quality ❑ NA Monthly average ** Dispersal Celi(s) Biochemical Oxygen Demand (BODs) 530 mg/L ❑ In- ground (gravity) ❑ in- ground (pressurized) Total Suspended Solids (TSS) 530 mg/L ❑ At -grade >"ound Fecal Coliform (geometric mean) 510 cfu /100m1 1 ❑ Drip - line ❑ Other: Maximum Effluent Particle Size A inch diameter * Values typical for domestic (non - commercial) wastewater and septic tank effluent. * * Values typical for pretreated wastewater. MAINTENANCE SCHEDULE Servke Event Service Frequency inspect condition of tank(s) At least once every ❑ months year(s) (Maximum 3 y rs. ) Pump out contents of tank(s) When combined sludge and scum equals one -third (1�) of tank volume Inspect dispersal cell(s) At least once every ❑ onth ms,>6Y ear ( s ) (Maximum 3 yrs.) Clean effluent filter At least once every ❑ months 0 year(s) e4 - s' ear Inspect - pump, pump controls 8t;alarm At least once every O mo rn� ( s) E03 A Flush laterals and pressure test At least once every 13 months ear(s) 13 NA Other: At least once every C3 months ❑ year(s) other: At least once every ❑ months ❑ year(s) A► MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shalt be made by an Individual POWTS alntainer SepWSe Servicing Operator� Plumber; Master Plumber Restricted Sewer, POWTS Inspector; cks or leaks, measure t must include a visual inspection of the tank(s) to Identify n an b b p or ponding of th�ground The dispersal he f volume of combined sludge and scum and to check Y cel!(s) shall be visually inspected to check the effluent � ound surface m ay i dicatei a pes and to check failing ondttion requires lm Pdiate the ground surface. The ponding of efflue o notification of the local regulatory authority. ntire When the combined accumuiadon ofsludge and scum in any tank and disposed of In accordance th whh ch . i NR 113 `�'rsc�nsin contents of the tank shalt be removed by a Septage Servicing Administrative Code. pre The servicing of effluent filters, mechanical or pressurized PO be performed by a ertifled POWTS mat tain r.ny ot� er maintenance or monitoring at Intervals of 12 months or less shall A service report shalt be provided to the local regulatory authority within 10 days of completion of any service event. START UP AND OPERATION r �••arn,�rinn prior to use of the POWTS check treatment tank for the presence of p a produ ha o th e r t, contents Maintenance and Contingency Plan for a Mound System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Dose Chamber is to be pumped at the same time as the septic tank. 3. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 4. Once every 3 years the mound is to be inspected via the inspections pipes in the at- grade. The laterals are to be inspected via the cleanouts. 5. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 6. Pump and electrical components are to be checked at the time of the pumping. 7. Owner agrees to leave the area 15' below mound undisturbed. 8. The owner agrees to save this plan. 9. Trees, shrubs, and other similiar vegitation are not be planted on system. The system is not be driven over. 10. Effluent Quality is not to excede the requirements found in Comm. 83 Contingency Plan 9 Y 1. Pump alarm goes off, call pumper and pump out dose chamber and septic tank if needed, then bypass pump float and try pump with out float. If this works, float is bad, replace float. If pump still does not work, check power at the pump with a electrical device such as a hair dryer. If no power, check breaker inside house and call a electrician. If there is power, then pump is bad and needs to be replaced by a plumber. 2. If mound fails, determine cause of failure, test another area or remove pipe and sewer rock, refill soil, install new mound system. 3. Replace any other failing components as needed. Important Phone Numbers Plumber: Byron Bird Jr. 715 - 268 -7616 Pumper: Mondor's Inc. 715- 246 -5148 St.Croix County Zoning: 715 - 386 -4680 Byron Bird jr. #220527 6/22/01 Wis66nsin Department of Commerce SOIL AND SITE EVALUATION Page ___ 1 _ of 3 ` Division of Safety and Buildings in a=rd with Comm 83.05, Wis. Adm. Code Certified Soil Testing Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix percent slope, scale or dimensions, north arrow, and location and distance to nearest road. - - - - - -- Parcel I.D.# 038 - 1147 -70 & 75 -000 APPLICANT INFORMATION - P/ p�f`1/ ation. - -- 74- Personal information you provide may be used pu�osea.(Pdye Law, s. 15.04 (1) (m)). Re ew By Date _. �° I �Cn`t Property Owner t,) r rr �� Property Location Oswald, Steve J Govt. Lot SE 1/4 NE 1/4 S 17 T 31 NA 18 W Pro Owner's Mailing Address s Lot # Block # Subd. Name or CSM# 1901 60th i <r? 28 6 & 7 l 1 ___ _ Wigwam Shores City State. 'Zi Code` plietre timber ❑ City I I Village XTown Nearest Road Osceola TY 5W020 JM - 1204- 3135'._ ` J Star Prairie Tepee Trail (Shore Drive) Z New Construction Use: Residential I Numl*i.o rooms 3 ❑Addition to existing building ❑ Replacement ❑ P or corn ascribe Code Derived daily flow 450 gpd Recommended design loading rate • bed, gpd/ft ' 6 trench, gpd /ft' Absorption area required 900 bed, ft= 750 trench, ft' Maximum design loading rate • bed, gpd/ft' • t rench, gpd /ft' Recommended infiltration surface elevation(s) 92.9 ft (as referred to site plan benchmar Additional design / site consideration i nstall 8 'x 50' rock bed mound on 91.9 as upslope edge of rock w/ V sand fill Parent material till Flood plain elevation, if applicable NA ft rn uitable for system Conventional Mound In- Ground Pressure AT Grade System in Fill Holding Tank sui table for system ❑ ®U ®S ❑ U ❑ S Z U ❑ S X U S U C S U Depth Dominant Color Mottles Structure i GPD /ff Boring# Horizon in Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed - - Trench 1. 1 0 -4 10YR 3/3 - sl 2 m cr mvfr j gs j 1 f/m j 5 6 2 4 -17 10YR 3/3 - sl 2 f -m sbk mvfr cs lm 5 6 Ground 3 17 -38 IOYR 3/4 - sl 2 m sbk mvfr cs lm — I .5 .6 elev — — 92.9 ft 4 38-48 1OYR 4/4 f2p 5YR 4/4 sl 1 m sbk mvfr cs - .4 .5 Depth to 5 48 -58 5YR 4/4 - sl 0 m mfi - - .3 i .4 limiting ' - -- - - - -} -- -- r - -- r . ._ - - - -- factor 38 ' • i Remarks: high chroma mottling in orizon 4 may be inclusions of horizon 5 til 1 0 -5 10YR 3/3 - sl 2 m cr mvfr cs 2flm .5 .6 2 5 -14 l OYR 3/3 - sl 2 f -m sbk mvfr gs 1 m .5 .6 Ground 3 14 -25 1OYR 3/4 - sl 2 m sbk mvfr .6 i elev gs I l m 5 � 90,6 ft 25 -30 l OYR 4/4 - sl 0 m mfi gs Inn, 3 4 Depth to 5 30 -47 5YR 4/4 t2d 7.5YR 5/3 sl 0 m dvh - - .3 .4 limiting - -- - -} -- - -- _. factor Remarks: occasional gr 30 -47" CST Name (Please Print) Signature: Telephone No. Henry F. Grote 715- 665 -2681 Certifie of Testing - -- -- - --- - -- Address g Date CST Number __ -- Ref --- # _ - - P.O. Box 57, Knapp, W1.54749 12/11/1998 222774 1083 1 PROPERTY OWNER Oswald, SOIL DESCRIPTION REPORT ® page _?. of PARCEL LD.# 038- 1147 -70 & 75 -000 Certified Soil Testing' Horizon Depth Dominant Color Mottles Texture Structure � onslstence � Boundary ,Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 3 1 0 -4 IOYR 3/3 - sl 2 m cr mvfr cs If/m .5 .6 -1 10YR 3/3 - sl 2 f -m sbk mvfr s lm .5 .6 2 4 0 g Ground elev 3 10 -29 IOYR 3/4 - A 2 m sbk mvfr cs IM .5 .6 91.4 ft 4 29 -33 l OYR 4/4 t2p 5YR 4/4 A 0 m mfi cs IM .3 .4 Depth to 5 33 -50 5YR 4/4 f2f 7.5YR 5/3 A 0 m mfi - - .3 .4 limiting factor 29' Remarks: Ground F-- elev Depth to limiting factor I Remarks: _ —_ -- —�_ -- Ground -- - - -- _- - _ _ --- __ - - -- . - - - - - -_ elev Depth to limiting — - -- - -- factorr q . - - - -- Remarks: d ; i Ground - - - - - -- -- _ -- i - - - - -- elev i Depth to -- - limiting factor Remarks: • x J 3 ..S ! 3 X r^ a - C` gr y LI-A j X —n1f Ir cf f , 1 i � 3 o � C l ,+ N 0 r � -19 v v i Standard Erosion Control Plan for 1 & 2 Family Dwelling Construction Sites aJ M According to Chapters ILHR 20& 21 of the Wisconsin Uniform Dwelling Code, soil erosion control informa- tion needs to be included on the plot plan which is submitted and approved prior to the issuance of building i permits for 1 & 2 family dwelling units in those jurisdictions where the soil erosion control provisions of the Uniform Dwelling Code are enforced. This Standard Erosion Control Plan is provided to assist in meeting this requirement. Instructions: F 1. Complete this plan by filling in requested information, completing the site diagram and marking ( ✓) appropriate boxes on the inside of this form. 2. in completing the site diagram, give consideration to potential erosion that may occur before, during, and after grading. Water runoff patterns can change significantly as a site is reshaped. i 3. Submit this plan at the time of building permit application. I Site Diagram Scale: 1 inch = feet i � I EROSION CONTROLPLAN LEGEND —�—(- I PROPERTY LINE EXISTING 'DRAINAGE I I —;— – TD TEMPORARY I � i DIVERSION - - +- - - - i FINISHED —' DRAINAGE LIMITS OF GRADING SILT FENCE �a STRAW BALES -: GRAVEL VEGETATION SPECIFICATION I TREE PRESERVATION STOCKPILED �X SOIL i N 4_4 Please indicdfe north by completing the o� arrow below. N PROJECT LOCATION BUILDER Y6QXV c) `-J OWNER ���\w Qr WORKSHEET COMPLETED DATE EROSION CONTROL PLAN CHECKLIST J \� 4 Check (✓) appropriate boxes below, and complete the site diagram with necessary Information. � QQ UoE = o Site Characteristics North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways. /Loca tion ocation of existing drainageways, streams, rivers, lakes, wetlands or wells. of storm sewer inlets. Location of existing and proposed buildings and paged areas. The disturbed area on the lot. Approximate gradient and direction of slopes before grading operations. �J Approximate gradient and direction of slopes after final grading operations. ❑ /Overland runoff (sheet flow) coming onto the site from adjacent areas. Erosion Control Practices 0 Location of temporary soil storage piles. p rY 9 P Note: Soil storage piles should be placed behind a sediment fence, a 10 foot wide vegetative strip, or should be covered with a tarp or more. than 25 feet from any downslope road or drainageway. Location of access drive(s). Note: Access drive should have 2 to 3 inch aggregate stone laid at least 7 feet wide and 6 inches thick. Drives should extend from the roadway 50 feet or to the house foundation (whichever is less). �❑ Location of sediment controls (filter fabric fence, straw bale fence or 10 -foot wide vegetative strips) that will pre- vent eroded soil from leaving the site. Ej /L( cation of sediment barriers around on -site storm sewer inlets. ❑ ❑ Location of diversions. Note: Although not specifically required by code, it is recommended that concentrated flow (drainageways) be diverted (re- directed) around disturbed areas. Overland runoff (sheet flow) from adjacent areas greater than 10, 000 sq. ft. should also be diverted around disturbed areas. ❑ IVZ Location of practices that will be applied to control erosion on steep slopes (greater than 12% grade). Note. Such practices include maintaining existing vegetation, placement of additional sediment fences, diversions, and re- vegetation by sodding or by seeding with use of erosion control mats. Location of practices that will control erosion in areas of concentrated runoff flow. Note: Unstabilized drainageways, ditches, diversions, and inlets should be protected from erosion through use of such practices as in- channel fabric or straw bale barriers, erosion control mats, staked sod, and rock rip -rap. hen used, a given in- channel barrier should not receive drainage from more than two acres of unpaved area, or one acre of paved area. In- channel practices should not be installed in perennial streams (streams with year -round flow.) Location of other planned practices not already noted. a Indicate management strategy by checking (✓) the appropriate box: c� Q�� � 4w Management Strategies ❑ Temporary stabilization of disturbed areas. Note: It is recommended that disturbed areas and soil piles left inactive for extended periods of time be stabilized by seeding (between April 1st and September 15th), or by other cover, such as tarping or mulching. Permanent stabilization of site by re- vegetati n or other means as soon as possible (lawn establishment). Indicate re- vegetation method: Seed Sod ❑ Other ❑ Expected date of permanent re- vegetation: Re- vegetation responsibility of: Builder ❑ Owner / Buyer Is temporary seeding or mulching planned if site is not seeded by Sept. 15 or sodded by Nov. 15? Yes V No ❑ ❑ Use of downspout and /or sump pump outlet extensions. Note: It is recommended that flow from downspouts and sump pump outlets be routed through plastic drainage pipe to stable areas such as established sod or pavement. ❑ Trapping sediment during dewaterin operations. PP 9 9 9 P Note: Sediment -laden discharge water from pumping operations should be ponded behind a sediment barrier until most of the sediment settles out. I� Proper disposal of building material waste so that pollutants and debris are not carried off -site by wind or water. ® Maintenance of erosion control practices. • Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half the barrier's height. • Breaks and gaps in sediment fences and barriers will be repaired immediately. Decomposing straw bales will be replaced (typical bale life is three months). I • All sediment that moves off -site due to construction activity will be cleaned up before the end of the same workday. • All sediment that moves off -site due to storm events will be cleaned up before the end of the next workday. • Access drives will be maintained throughout construction. r ! • All installed erosion control practices will be maintained until the disturbed areas they protect are stabilized. I For more assistance on plan preparation, refer to Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, ' the DNR Wisconsin Construction Site Best Management Handbook, and UW— Extension publication Erosion Control for Home Builders. The Wisconsin Uniform Dwelling Code and the Wisconsin Construction Site Best Management Handbook are available i through State of Wisconsin Document Sales, 608/266 -3558. Erosion Control for Home Builders (GW0001) can be ordered through Extension Publications, 608/262 -3346 or the Department of Commerce, 608/267 -4405. - EROSION CONTROL REGULATIONS UNIFORM DWELLING CODE (DEPT. OF COMMERCE) PROJECTS AFFECTED • Straw bales, filter fabric fences or other barriers to • All new I and 2 family dwellings in Wisconsin started protect on -site sewer inlets on or after December 1, 1992. • AdVional controls if needed for steep slopes or other • Additions to dwellings built after June 1, 1980. special conditions MAINTENANCE AND WASTE DISPOSAL APPLICATION PROCESS • Sediment controls must be maintained until the site is • Erosion control measures must be included on the plot stabilized by mulching and seeding, sodding or plan submitted with the building permit application to landscaping the local building inspector in communities where the o All building waste must be properly disposed to pre- dwelling code is enforced vent pollutants and debris from being carried off -site • Plot plan must show: — Location of the dwelling, other buildings, wells, sur- ENFORCEMENT face waters and disposal systems on the site with •Erosion control inspections will be made during other respect to property lines regular inspections (footing and foundation, rough con- -Direction of all slopes on the site struction, final, etc.) — Location and type of erosion control measures • Violations must be corrected within 72 hours • Stop work orders may be issued for noncompliance CONTROLS REQUIRED FOR MORE INFORMATION, CONTACT • Silt fences, straw bales, or other approved perimeter • Local building inspector measures along downslope sides and side slopes • Department of Commerce, Safety and Buildings Divi- • Access drive sion. P.O. Box 7969, Madison, Wisconsin 53707, (608) 266 -2128. STORMWATER PERMIT (DNR) PROJECTS AFFECTED — Proposed erosion and storm water pollution control • Any grading or construction project that disturbs 5 practices during and after construction acres or more and is not covered by a building permit — Documentation that an erosion control and storm • Smaller sites that are part of a planned development water management plan which meets DNR standards involving 5 acres or more of land disturbance has been prepared (plan does not need to be submit- • Effective October 1, 1992 for any new or continuing ted with the application) project —Other information related to site location and per - • Exceptions: Indian tribal lands and work done by local mit holder government staff CONTROLS REQUIRED APPLICATION PROCESS • Erosion control measures specified in the Wisconsin • File a "notice of intent" application (Form #3400 -161) Construction Site Best Management Practice Handbook with the Department of Natural Resources (DNR) 14 • Measures to control storm water after construction j days before construction begins FOR MORE INFORMATION, CONTACT • Application must include: • Department of Natural Resources, Storm Water Per - - Timetable for land disturbing activities and installa- mits, P.O. 7921, Madison, WI 53707 -7921, (608) tion of erosion control measures including project 266 -7078 start and completion dates LOCAL ORDINANCES Check with your county, and city, village or town for any local erosion control ordinances including horeland zoning g requirements. Except for new 1 & 2 family dwellings, local ordinances may be more strict than state regulations. They may also require erosion control on construction projects not affected by state or federal regulations. A publication of the University of Wisconsin— Extension in cooperation with the Wisconsin Department of Natural Resources and Department of Commerce, Ron Struss, Water Quality Educator, UWEX Western Area and Carolyn D. Johnson, Urban Water Quality Educator, UWEX Southeast Area. UW— Extension provides equal opportunities in employment and programming. This publication is available from county UWEX offices or from Extension Publications, 630 W. Mifflin St., Madison, WI 53706, (608) 262 -3346. Copyright 1997 by the Board of Regents of the University of Wisconsin System doing business as Cooperative Extension, University of Wisconsin— Extension. Send inquiries about copyright permission to Director, Cooperative Extension Publications, 201 Hiram Smith Hall, 1545 Observatory Drive, Madison, WI 53706. GW0001A Standard Erosion Control Plan for 1 & 2 Family Dwelling Construction Sites DNR: WT- 458-96 R -02- 97- 2M -10—S ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address Property Address (Verification required from Planning Department for new construction} City /State Parcel Identification Number o 1 9 2 — //q- 7 — 2.5 LEGAL DESCRIPTION Property Location V,, -/ ' /., Sec. 17 , T �Zl N -R-2-�LW, Town of J Subdivision W s� © " > . Lot # 6 .� Certified Survey Map # , Volume , Page # Warranty Deed # �°� / —, Volume _ / �°? , Page # Spec house ❑ yes no Lot lines identifiable R yes ❑ no SYSTEM MAINTENANCE Improper use and maintetimceof your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a mwwplumber, jomueymanplumber, restnctedplumber or a licensedpumper verifying that (1) the on site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and plumping (if necessary), the septic tank is less than 1/3 full of sludge. Vwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. O SI OF APPLIC DATE OWNER CERTIFICATION the owne of I (we) certify that all statements on this form are true to the best of m y (our ) knowled I ( we ) am (are) the property n'bed above, by virtue of a warranty deed recorded in Register of Deeds Office. z6z — SI OF APPLI DATE Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning 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 'rt : 1528ncE 409 STATE BAR OF WISCONSIN FORM 2 - 1998 62 841 WARRANTY DEED KATHLEEN H. WRLSH Document Number REGISTER OF DEEDS This Deed, made between Steven J. Oswald, ST. CROIX CO., WI _ a /k/a Steven James Oswald, - T RECEIVED FOR RECORD 07-224 -2000 9:05 AM Grantor, and Julie M. Orf WARRANTY DEED EXEMPT it ---� CERT COPY FEE: COPY FEE: TRANSFER FEE: 329.70 RECORDING FEE: 10.00 Grantee, PAGES: I - Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin: Recording Area _ Name and Return Address Lots b and 7, BI C, Wigwam Shores in the Town of Star Prairie, St. Croix oun Isconsin. , r �O Together with a non - exclusive easement over Tepee Trail as shown on the Plat Y of Wigwam Shores. 038 - 1147 - 70;038 - 1 - 75;038 1017 - 30.100 Part of the SE1 /4 of NE 1/4 of Section 17, Township 31 North, Range 18 West Parcel Identification umber (PIN) St. Croix County, Wisconsin described as follows: Lot 2 of Certified Survey This is not hom Map filed September 4, 1998 in Vol. 12, Page 3514, Doc. No. 586615. (AY) (is not) v. 8 . z lc Exceptions to warranties: easements, roadways, rights of way and zoning restrictions, Dated this day of IA 2000 STEVEN J. 49WALD a/k/a STt3V1.1J JAMES OSWAL AUTHENTICATION ACKNOWLEDGMENT STATE OF WISCONSIN ) ss. Signature(s) Polk County.) P ally came before me this N11yif authenticated this _ day of `{ 2000 , qt M. Steven ,I.Os a1d AIWA Steven J TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the person(s) who ext IM g (Ifnot, _ instrume t an acknold a same. / I authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY John E. Schneider, ANDERSON & SCHNEIDER Balsam Lake, WI 54810 Notary Public, State of Wisconsin (Signatures may be authenticated or acknowledged. Roth are not My Commission is permanent. (It•not expiration dat necessary.) �� �) .Names of persons signing in any capacity should be typed or printed below their signatures I STATE BAR OF WISCONSIN WARRANTY DEED FORM No. 2. 1998 WFORMA'noN PROFESSIONALS COMPANY FOND DU LAC. WI 800655 -20211 w' + 10'1 a s 00' p 8 Fr 4 � • . 19 163. it t q 0 3 ° . � o 163. 26 A 0 a �I 68 163-31 ei a� 0 �1 d 5 . o 87 163.36 m N N p Nfp C� f o m 6 G O N , ei d ° _ e - J 18 1 0. W s s !4 O m p z 31 163. 16 p p O a ° 0 42 163.33 o� 9 0 N ° m ao a 72 101 3.88' I p m o 10 I m 86.00 it p 1 1� 401 • � a �) ° > • t e e "� I O r 0 °fie St • N 8 Mr Cr 163 0�0 O t' ey e 0 3 ,• p qa ° 2 7 0 2 , / . Y O 12 10 W 0 32 O 1 , . 49 Pu4110 a r Gr ' 000 FILED M S E o 4 1998 p 4 WAL 8t C or fxOCo S 5 86615 6 C L- R T I E I ED SURVEY MAP Located in the Southeast quarter of the Northeast quarter of Section 17, TownsWp 31 North, Range 18 West, Town of Star Prair'e, St. Croix County, Wisconsin. w i. Northeast corner N Section 17 1 66 I It ° (2 Iron pipe set, :.1i see note.) — FMD S 88'27'47 "E 314.51' 2 IP O (v . Owner: r. 26949 450 I M o n ( John Luger 0 v ® 4 i 6 6 2721 Division St.N. I N. St. Paul, Mn 62944 Sq.Ft. 0.45 ac.) j, 55109 cu Including right -of -way. • 54227 Sq.Ft. (1.25 ac.) 0 0 Excluding right -of -way. cvl a — - - _ I S 88'52'26 "E 305.03' l �; 263.38' A65 wi l LOT 3 63390 Sq.Ft. (1.46 ac.) 1 — � — — �. — — � 1 �� , Including right -of -way. 1 ° I 54901 Sq.Ft. (1.Z6 ac.) m m :, �l I Excluding right -of -way . a °�'� "` `;"' 01641 yGh(� I M m W I Im W I •: N ;. . ° O S 88'52'26 "E 290.50' Iw w , r.: I r 252.40' I aps.I In N a: I Q m F- O N — — :.r FIV� ®T 2 ot (n ! "IP ° ti 10 O '� • 59874 Sq.Ft. (1.38 ac.) I a =; ° a Including right - of - way . oIN °o �' I o I z 52177 Sq.Ft. 0.20 ac.) c-1 W N xcludin right-of ht -of -way. . � � — — ••:• —I � g g al a w cr_ UL • I I x W I S 88'39'10"E 276.15' I =_ "? Q W 241.57 1 34.5 I `? I z L O T 1 �._ cn 56840 Sq.Ft. (1.10 ac.). 16 6 , C3 3 Including right -of -way . 0I o i ? II s a 49890 Sq. Ft. (1.15ac.)�l nj T-1, o — — — — — Excluding right of way.cu cm I I S88 °25'55 "E I I 4911.00' I 1 230.73' 13co6' _+ — I N 88'25'55 "W 261.79' I — — West quarter cor, I (East quarter cor. I -;; ; r. s . I 6 Berntsen moms- 6 Section 17, (see .. ..... . - -,::• ment. found. ` ' .`.. '" `� note . Bearings referenced to the East - West quarter section line, assumed N88 025155 "W 4972569 This instrument drafted by VOLUME 12 PAGE 3514 D �� �, �3 � � ��3 � ��� �j�3`� � •`� � 1�� �� �. Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 Aff TDD #: (608) 264 -8777 isconsin www.commerces i www.wiscon isconsin.gov n.gov Department of Commerce Scott McCallum, Governor Brenda J. Blanchard, Secretary July 14, 2001 CUST ID No.220527 ATIN: POWTS Inspector ZONING OFFICE BYRON BIRD JR"!`t ®I39►� 896 68TH AVE 1101 CARMICHAEL RD AMERY WI 54001 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/14/2003 Identification Numbers Transaction 1D No. 660176 SITE: Site ID No. 632535 JULIE ORF Please refer to both identification numbers, TEE PEE TRAIL above, in all correspondence with the agency. TOWN OF STAR PRAIRIE ST CROIX COUNTY SETA, NE1 /4, S17, T31N, R18W FOR: NEW MOUND, 450 GPD OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 800978 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. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10691 -P ( N.01 /01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD - 10706 -P (N.01101). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The maintenance plan for this system must be given to the owner of the POWTS. Site Specific Conditions: • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area. BYRON BIRD JR Page 2 7/14/01 r r • Materials shall conform to the requirements of COMM 84. • The designer proposes to install a state approve outlet filter to achieve the requirement of wastewater particle size. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic tank outlet filter will be required. The outlet filter shall be installed per product approval stipulations. • Maintain well and waterline set backs per COMM 83.43(8)(1). • Maintain lot line set back per COMM 83.43(8)(i). 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 /instal lation/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. -'� ' FEE REQUIRED UIRED $ 175.00 Q FEE RECEIVED $ 175.00 4SNDi BALANCE DUE $ 0.00 PATRICIA POWTS PLAN REVIEWER, INTEGRATED SERVICES WiSMART code: 7633 (715) 634 -7810, FAX: (715) 634-5150, M -F 7:45 AM - 4:30 PM PSHANDORF @COMMERCE.STATE. WI.US cc: JULIE ORF MAY - 01 - 2007 TUE 03:29 PM MEN W FAX No. 7152469161 P. 001 FAX COVER SHEET ) � .Phone: 715-246-9131 1 oll- 1 877 -735 -6699 Fax. 715-246-9161 r Date: l Time: 9ofPages-, (including cover page) Send to: Name: cam_ 7 Company -, Ol Fax Dumber; A04 Re: From: �lGt2� Rom.eLend Realty of WI & W, Inc. 330 South Kno x1es Avenue New Richmond, WI 54017 Dotes: ' e 330 South Knowles Ave. New Richmond, 97 54017 '141ww.XonxeLandReaI"fnxn. c0117 MAY - 01 - 2001 TUE 03:23 PM HOiELMDW FAX No- 1152469161 P. 002 May 1, 2007 I To Whom It May Concern_' We are interested in purchasing the home located at 2150 Shore Drive in Somerset, Wl. Before completing this transaction, we wish to ensure that a detached garage may be built on this property. We submit for your considerstion the following. We believe that the set back required for a garage would be 50 feet from the center line and 10 feet from the septic system. Our first choice would be a two car garage with a workshop and a loft, The appox. size of this structure would be 26 ft deep by 34 feet long. The front of the structure would meet the set back requirement of 50 ft from the center line and would also meet property line and septic set back requirements. The appox. location of this structure would be 30 -40 feet south of the southeast corner of the home. K this does not meet the regulations, we would appreciate your recommendation E` 9 of what would be within regulations. L We understand that variances may be necessary to obtain the permits to build this structure. We have also attached a plot plan which we have roughly sketched in appox. where we Think this structure may work. Thank you for your consideration. We look forward to hearing from you. Should you have any questions or wish to discuss this with us, you may contact us at 320- 214 -7149. • 'a Sincerely, Dan & Lisa Lustig t s 7..d eac:an in i.n view p E MAY - 2001 TUE 03:23 PM FAX NO. 7152469161 P. 003 PLOT PLAN �n A DDRB aa 1517 9Mh Pt. New Fitchatand W1 54417 z m NE 114S 17 IT 31 NIR Is W TOWN Star pa dde COUNTY ST. CROIX 6122101 3 NfPRS Byron Bird Jr 7,2E152"1' DATE ' 88.DkOOM CONVENTIONAL W-GROMAD I MSSUR8 C6VMM1ONA.L L13 T HOLDING Twig MOUND 70QC 3$t'1'1lC TANK SIZE 1000 gallons LIFT' TANK SIZE DOOZ TANK ME e30 0OLD>tNG TANK 2=- LOAD 9ATR 1.0 A3II01t,pTION AREA 450 Ded stye 10' x X15' 138NCXMAxtK V.R.V_ Top of Nall In power pole ASSUME ELEVATION 100• ❑ $O "HOLE O WELL -H.R.P_ Power Pale y SYSMM ELEVATION 92_g b Y� S.M. Tepee Trail l Please note: mound is Tank is o be properly being desigged for , bedded tut provided with of Well is to most all ma)dmum width due to Ioc 0 n covers with - elbacks found in the width of the lot and approv d warning labels Comm. 83 give room for well and - Hu utt future garage ff N Tank Neighboring well is Pro 3 X50' from system F {v Bedroom House 8- g 2 Neighbor's Rouse B -2 slo s•0' Area 15' Below System Is to remain undisturbed All debris Is to be -� removed as per code Squaw LAW ) ENCE /7<,e Plans designed using mound and a pressure manuals version 2.0 Scale 1/4 _ 1 0' v .d soc:on ) n In A131AI ': 0 0 Er :E co O 3 n C7 c 1 7 ' O R O N Q A ' 'C 5 � D) m I cn (Cm z �O cn -4o •A O 7 7 CD N V "S -0 N r� O C D 4 A C CL N C n O -. (D O R 3 ° g N cn'` f $ c VI N 0 7 CD o :I o CD V D m o m CD � CO G O CO co zt o G °o o°o o°o m ! � p t - = P Z o rn f A { N N Z_1 D o n n r N cn CD =r a 3 +S to a .. 6 C O z Z a O O O Z g ° a o 0o a +y ^) v a v G o ° cn ? m 3 -' c 3 d o N (D fD N N a � co z D D o n v O 0 CL c Z CD -i N o +' Z m v �z O 0 cn - W T m w z 0 3 O :: Z 3 �! z CD A W 3 <na+ .�� y o m 3 N a cr o cD v a o 7 CL - 0 CD 7 O w o a m m -0 n = a a a CD CD n + N O 1 N W Q 7 N W N C a Q' = 7 f0 E O < o Q 7 3,7m g ° y CD r! N ^^a CD X :E CD A fD CD N C fD p�j 3 O 7 d V A x O C N N CD � v A 0 W CD A D�0 CL ti i Parcel #: 038 - 1147 -70 -000 05/01/2007 03:27 PM PAGE 1 OF 1 Alt. Parcel #: 17.31.18.629 038 - TOWN OF STAR PRAIRIE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - WHITE, ANITA S ANITA S WHITE 2150 SHORE DR SOMERSET WI 54025 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description ' 2150 SHORE DR SC 5432 SOMERSET SP 8050 SQUAW LAKE RHAB & MANAGE SP 1700 WITC Legal Description: Acres: 0.000 Plat: 2617- WIGWAM SHORES SEC 17 T31 N R1 8W LOT 6 BLK C PLAT OF Block/Condo Bldg: C LOT 06 WIGWAM SHORES Tract(s): (Sec- Twn -Rng 401/4 1601/4) 17-31N-18W Notes: Parcel History: Date Doc # Vol /Page Type 05/03/2004 761456 2563/268 WD 04/29/2004 761081 2560/373 QC 08/27/2001 654781 1706/408 WD 07/24/2000 626841 1528/409 WD more 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10112/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 0.000 50,200 171,800 222,000 NO Totals for 2007: General Property 0.000 50,200 171,800 222,000 Woodland 0.000 0 0 Totals for 2006: General Property 0.000 50,200 171,800 222,000 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