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Page 1 of 1 Pam Quinn From: David Fodroczi Sent: Monday, July 02, 2007 1:30 PM To: Carrie Stoltz; Kevin Grabau Subject: RE: Hostile situation I had a call from Mr. Bailey late this morning. Let's get together this afternoon when all three of us are here to discuss. Thanks. Dave Fodroczi Planning & Zoning Director davidf @co. saint - croix. wi . us 715 - 386 -4672 - - - -- Original Message---- - From: Carrie Stoltz Sent: Thursday, June 28, 2007 12:09 PM To: David Fodroczi; Kevin Grabau Subject: Hostile situation Hi, I receive a phone call from a very upset man who wanted to complain about a fence in the Hollow Ponds Subdivision. He wanted all our complaint files, about any issues out there. I said I would need more info and he said he would come in and give me some information. Meanwhile, when I hung up. I had a couple up front to talk about a problem they are having Hollow Ponds Subdivision. The developer, Oranzo Orevening has changed the covenance without their knowledge and is really making an issue about their fence. I feared it may have been Oranzo, the developer calling, so I took them into the conference room, & jotted down their information. Then made sure Oranzo hadn't come and walked them out to their car. They have filed a restraining order on Oranzo and are very threatened and scared. I told them they need to contact an attorney. Judy called down to the sheriffs Dept & they sent a deputy over. We told him what was going on and the deputy said to call him if things got back. When I got back to my desk, I got a phone call again from the upset man. I am still thinking he is Oranzo at this point because he didn't tell me his name. He said he knew that I had spoken to the couple and they had just left the courthouse. Now, I am really creeped out because I walked them out to their car and even asked them what type of vehicle Oranzo drives. I didn't see any large black trucks, so I left the couple and went back inside. Finally the man identified himself as Jeffrey Bailey. Judy remembers him coming in here a few weeks ago, raving and demanding things. Judy got Dave to speak to him. Mr. Bailey wanted to build a fence on his property but was denied by the Town. He told me he believes Jennifer Emmerich and Warren Bader had a conspiracy going. I told him I must research all the fence complaints on Monday and will get back to him next week. I also told Mr. Bailey and the couple that is appears to me this is a very volatile situation and they should remain calm and safe. Dave, do you have anything I need to know about Mr. Bailey? Also the couple turned in Oranzo for running a real estate business, & contractor's storage yard out of his home. They also turned in another neighbor for the same thing. Oranzo also has a large size in front of his home advertising lots /subdivisions for sale at other locations. This is just for your FYI. Let me know if you think we should meet. Thanks, Carrie 2/9/2010 Page 1 of 2 Pam Quinn From: Kevin Grabau Sent: Monday, October 29, 2007 12:59 PM To: Dennis Hillstead Subject: RE: Potential conflicts in Hollow Ponds subdivision Yes. Oevering and Rickard applied for permits, which were denied. Bailey and another neighbor, Steve Walton, and their wives testified against the permits. Both said they had problems with Oevering and "others" in the subdivision. lGwin Gra6au Code Administrator St. Croix County Planning & Zoning 1101 Carmichael Road Hudson, WI 54016 715.386.4680 keying @co.saint- croix.wi.us - - - -- Original Message---- - From: Dennis Hillstead Sent: Monday, October 29, 2007 12:52 PM To: Kevin Grabau Subject: RE: Potential conflicts in Hollow Ponds subdivision Is this the one between Bailey and Overing, or another group? - - - -- Original Message---- - From: Kevin Grabau Sent: Monday, October 29, 2007 11:23 AM To: Dennis Hillstead Subject: Potential conflicts in Hollow Ponds subdivision Mr. Hillstead, I know that the Sheriff's Department has been involved with some individual property owners in the Hollow Ponds subdivision, as testimony was given at a recent County Board of Adjustment public hearing. It was also brought out by a few people l testifying that there are some TRO's between a few of Y 9 on these property owners and there has been some animosit am g st the owners and neighbors. The reason for this email is that two applicants /property owners' permits were denied by the St. Croix County Board of Adjustment. No matter which way the approval /denials would have been decided, there could potentially be some additional conflict between the individuals involved —fuel for the fire. 2/9/2010 Page 2 of 2 I'm not sure I should name names; on the other hand I guess it is public record. I'm just giving you a "heads up ". I know that there has been a lot of anger between the parties involved. Feel free to contact me if you need to. 2�ndn Gra6au Code Administrator St. Croix County Planning & Zoning 1101 Carmichael Road Hudson, W154016 715.386.4680 keying @co.saint- croix.wi.us 2/9/2010 ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT r - ST. CROIX COUNTY GOVERNMENT CENTER "•�\ IfM�Mp�M�� r��r 1101 Carmichael Road , +N. , Hudson, WI 54016 -7710 Phone: (715) 386 -4680 Fax (715) 386 -4686 M emo to F From: Pam Quinn Date: 7/21/2004 Re: On -Site Soil Report Verification for Lot 12 Hollow Pond Subdivision (SW '/, SW % Sec 25 Town of Richmond) On July 9, 2004 a site visit was conducted to evaluate soil conditions reported for Lot 12, 13 & 15 within this new subdivision. After making observations in test pits and subsequent review of all soil reports submitted for lots in Hollow Pond, it appears that the recommendations for installation of pressurized conventional (in- ground) systems may not be feasible. The weather was sunny, temperature in the 70's, with good light conditions for color determination and no precipitation for >24 hours. A sanitary permit was issued for this lot and excavation for the foundation had exposed soils that caused concern for installation of a conventional system. Test pits on lot 12 had been excavated at the approximate locations of B2 & B3 on the original soil report. At B3, the soil profile was similar to that reported, but redoximorphic features (iron deposits and high chroma concentrations) were observed at the irregular boundary between a sandy loam horizon and fine sands below, at approx. 60 inches. The fine sand horizon from 60 — 88" appears to be weathered sandstone, with extensive iron deposits throughout (2.5 YR 7/8) in a matrix of 10 YR 8/2. Bands of 7/5 YR 4/6 sandy loam were observed starting 6" below the textural change. A test pit near B2 showed massive sandy loam transitioning to fine sands at < 48 ", again with redox features along the textural change and much higher concentration of iron staining in the fine sands. Redox features at less than 48" would limit installation of a pressurized in- ground system. to less than 12 inches below grade. This would place the system on Lot 12 in silty clay loam soils with an application rate of 0.2 gpd/ft Recommendations for "pressurized conventional systems" would require a minimum of 2250 ft for a 3- bedroom house, 3000 ft for a 4- bedroom system. Due to Dept. of Commerce code changes, effective as of 2/1/04, massive sandy loams now have a soil application rate of 0.2 gpd/ft On many lots these soils were encountered in a third horizon at depths of less than 24 inches from the surface. Pressurized pipe, not a dosed system using leaching chambers, would be needed to achieve even distribution of wastewater throughout these soils. Costs for design and installation of an in- ground pressurized system should be compared to a traditional mound system, the latter having the option of being reconstructed if a failure occurs. The existing tested areas for all lots within Hollow Pond are not large enough for installation of a 3,000 square foot system and another equal area for replacement. Additional soil evaluations will be required and the replacement areas will have to be preserved from any construction activity for sites proposing to use this POWTS option. Mound systems for lots in Hollow Pond would require designs with lower loading rates where soils exhibit platy structure in the upper horizons and/or have <03 soil application rates within 12 inches of the surface. These long, narrow systems would, however, fit within the existing tested areas provided on the original soil reports. Sanitary permit applications for conventional POWTS will not be approved for these lots based upon this on -site determination unless the following items are included: 1. Additional soil test pits have been evaluated to provide both primary and future replacement areas. 2. Documentation that redox features are >36" below any proposed system elevation. 3. The soil application rate used for sizing the system extends a minimum of 6 inches below the proposed system elevation. For example, if the system is 18 inches deep and a massive sandy loam begins at 19 ", a soil application rate of 0.2 gpd/ft would be required for sizing the system. Cc: Greg Peterson, Subdivision Developer Oevering Builders, owner Leroy Jansky, Regional Wastewater Specialist Tom Nelson, CST #227387 Wisconsin of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 463021 � 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)]. Permit Holder's Name: City Village X Township Parcel Tax No: Oeverin , Ken Richmond Township Dao — (((03 — ((O' 000 CST BM Elev: Insp. BM Elev: BM Description: (� Section/Town /Range /Map No: ' � � C� � � 25.30.18. l d TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION 13S HI FS ELEV. 1,6 Septic Benchmark • .�� lU Dosing Alt. BM 5+ G6 DGti Aeration ' i1 6 Bldg. Sewer Holding St/Ht Inlet �i .7`� 1t� • zf TANK SETBACK INFORMATION St/Ht outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic i r Dt Bottom K l( lk 1 Z i Header /Man Z 3� Dosing S i — . A- 7-1 Z ► Z •C t161. Aeration Dist. Pipe Holding Bot. System PUMP /SIPHON INFORMATION Final Grade ��--� /6Z .1 Manufacturer GPM Demand St Cover 4 o /61 . 3S Model Number I@ 9 16z— A `� �,�► TDH Li f Friction Loss System Head TDH Ft Q " / i 1 �� . O(� f ' y Forcemain Lengt b i Dia. Z / I Dist. to Well VXL SOIL ABSORPTION SYSTEM BEDITRENCH Width , Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS (Z 7 a , %-- SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: / / UNIT Model Number: DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Ve to Air kitake Length Dia Length 40 Dia Z Spacing ` . 5/ - 32 G� ``� SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over / Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center /` 4K6 Bed/Trench Edges \ Topsoil ' Yes L,�] No Yes No COMMENTS: (I nclude code discrepencies, persons present, etc.) Inspection #1: /0 � 3 / 0`T Inspection #2: Location: 1418 30th Ave. New Richmond, WI 54017 (SW 1/4 SE 1/4 25 T30N R18W) Hollow Pond �f of 16 Parcel No: 25.30.18. 1.) Alt BM Description 2.) Bldg sewer length = _3 e j - amount of cover bK Plan revision Required? Yes No Use other side for additional information. L_ _A—�! Date Ins pctors gn a Cert. h SBD -6710 (R.3/97) Safety and Buildings Division County ✓ /� 201 W. Washington Ave., P.O. Box 7162 L ` N) Fiwonsi nMadison, WI 53707 - 7162 Sanitary Permit Number (to filled itr by Co.) Department of Commerce ( 266 -3151 Y 63 U Z / I Sanitary Permit Application State Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide 0 6 maybe used for secondary purposes privacy Law, s 15.04(Ixm) Project Address ((I different than mailing Wdnm) L Application Information - Please Print All Information Property Owner's Name Parcel # lot Blocktk Property Owner's Mailing Address Property I.ocatton City, State Zip Code Phone Number � 54, S.Won 0 -_ II. Type of Building (check all that apply) N: or �• or 2 Family Dwelling - Number of Bedrooms A PublictCommercial- Describe /Use / State Owned - Describe Use ff E (-f o In / � cj) o City V owaship of III. Type of Permit: (Check only one box online A. Complete line B if applicable) A ' system Replacement System yttem Treannerrt/HoldingTank Replacement Only Other Modification to Rusting System B • Permit Renewal t Revision Change of Pamir Transfer to New List Previous Permit Number and Dace Issued Before Expiration Plumber Owner IV. of POWTS System: (Check all that a 1 Non - Pressurized in- Ground Mound Z 24 in. of suitable soil Mound < 24 in. of suitable soil Single Pass Sand Filter Constructed Wetland Pressurized In Ground Holding Tank Peat Filter Aerobic Treaft&nt Unit Recirculating Sand Filter Recirculating Synthetic Media Filter Leaching Chamber Dri Line Gravel -less Pipe Other (explain) V. DispersaMeatment Area Information: Design Plow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Regairtd (sf) D;s Hevatio Area Pro secs S P� l po (� ysoem n VI. T ank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New FaHsdrrg T Tacks Sepdc or Hold;og Tank Aerobic Treatment Unit Dosing Chamber ? 441 4Z VII. Responsibility 5 ent i, the 0 Wk rS4 MQ imume nV-ndbWtv for Installation of Me POW1s Amin on the attached Plutber's (print) P rurt m I RS N� Business Phone Nu Plumber's Address ( treet, City. State, 21p ) VIII. Coun /De artment Use Onl roved Sanitary Permit Fee ('includes Groundwater Date Issued t si o S ) Reason for Surcharge Fee) ` � .` ` U GLJ IX. Conditions of Approval/Reasons for Disapproval dMtNIR IMM 1MM dl*«itor q dl m1 r i nli.f~.Mttlt�lAntfnwi lrttwt �. a�lNniaiUiiad _ tMra�rtler tatli 1 �111wroMs. Attach complete plans (to the County only) for the system on paper not leas than t;in x 11 Inches in size I J od%M rri*RiM�1�M Safety and Buildings • 4003 N KINNEY COULEE RD Co11 mePCe.Wi.gov LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsin www.wisconsin.go isco Department of Commerce isconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary October 08, 2004 CUST ID No.226900 ATTN.- POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING, INC ST CROIX COUNTY SPIA 1008 192 ND AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/08/2006 Identification Numbers Transaction ID No. 1066479 SITE: Site ID No. 690380 Ken Oevering Please refer to both identification numbers, 130th Avenue above, in all correspondence with the agency. Town of Richmond St Croix County SWIA, SWIA, S25, T30N, R18W Lot: 16, Subdivision: Hollow Pond FOR: Description: Proposed Three Bedroom At -grade System Object Type: POWTS Component Manual Regulated Object ID No.: 984360 Maintenance required; 450 GPD Flow rate; 47 in Soil minimum depth to limiting factor from original grade Systems: At -grade Component Manual, SBD- 10570 -P (R.6/99), SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the approved plans, and with publication SBD- 10570-P (R. 6/99) "At -grade Component Manual Using a Pressure Distribution System for Private Onsite Wastewater Systems ". • The pressure network is to be constructed in accordance with publication " SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) ". • 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 area within 10 feet horizontally on either side of the system shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • Comm 83.22(7) - A copy of the approved plans specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which mgy include local inspectors. CIO SHAUN R BIRD Page 2 10/8/2004 Owner Responsibilities: • 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. • Comm 83.52(1)(a) - 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. 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 I follow the contingency plan as described in the approved plans. • 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. 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, &46� Fee Required $ 175.00 Fee Received $ 175.00 Gerard M. Swim Balance Due $ 0.00 POWTS Plan Reviewer - Integrated Services (608 )-789 -7892, Mon. - Fri. 7:30 am to 4:15 pm jswim @commerce.state.wi.us WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 Q F t F � O e� Cover Page O rs g Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715- 246 -4516 Date: 09/26/04 Owner:Ken Oevering Location:SW 1/4SW1/4 S25 T30 N,R18W Lot 16 Hollow Pond Richmond System type: At -Grade Manuals Used: At -Grade Component Manual version 1.0 SBD 10570 -P (R.6/99) SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01 /81) Page# 1. Cover Page 2. At -Grade Plot Plan 3. At -Grade Cross Section 4. Pipe Cross Section /Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7 -8. Maintance and Co i ency plan 9 -11. Soil test � v � IJLYARTMENT OF COMMERCE iVlsioii OF S TY AND BUILDINGS Shaun Bird SEE GORRESP DE Signature License number 2 6 00 PLOT PLAN PROJECT Ken OeVerina ADDRESS 838 Summer Pine Circle Hudson Wi 54016 SW 1/4 SW 1/4s 25 /T N/R 18 ' W TOWN Richmond COUNTY ST. CROIX SYSTEM ELEVATION 100.7' BEDROOM 3 CONVENTIONAL AT -GRADE XXX CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 900 # of chambers none ,BENCHMARK V.R.P. Top of Survey Iron ASSUME ELEVATION 100° Filter Zabel A -100 ❑ BOREHOLE O WELL * H. R. P. Same as Benchmark is top of wood lath Property Line @ 103.2' B.M. B -1 t.B.M. Well is to meet all setbacks found in 0% Slope Comm. 83 -3 Tank is to be properly ❑ bedded and provided with lockdown covers with approved warning labels Huffcutt Combo Tank Pro 3 Bedroom House 330' Property II Scale = 1/4" = 10' Line 13 0th Ave L 2:5' g >_ 5 P Fo NLE MMW > 5� `Tup w— UPS` �•• _LAZ � �tsttRt_v,lTsari _ �^ w A �= `�^T V1tELL. a ..._ > 5' i L = JrI2 R. CELL OF %z' G' /Z A& Gotf - G&M PtPeabVEb SYMTaEfi+L Fabric Distribution La Celt 'TWBBI-.V 11 tLb Qbservot�on v . oil Cover Well 5 -� 2 " fLeWED L.A > 5` A - >5 �a S�. oPE of Wisr neon At -grad& UnLZ with a Plans View and Cross Section - Single Absorption Area on Lx L esjsL NA'ru RE ; J Page_= f Distribution Pipe DetMI For Lateral Oetwork ACce sf ..TU -UP (C.Llhvqour) - PVC Force Mai PVC Distribution Pipe t P * Last Hole Should Be text To TURN- - Et. Hole Diameter �j Inch P d� Inches Lateral Diameter Inch(es) X Inches Force Main Diameter Inches # Of Moles /Pipe Invert Elevation Of Laterals Ft. Signed; License Number: Date: CrZOSS SECTION pND SPECIF ICATIONS S�gTIC TANK � F�Mr CLI AM$ ER PRE1Q F wEarHf APFROV ED HYPt • ABOvE GRADE � JUHCTI��t3U IT MANHOLE COVER E 3Z 9* WITH C W! PADLOCK L » Gy VENT PIP lNgaw OR --- - -� WARRING iAHE:. r FROH D4flR. Z14TAKE � P� "� 4+' HIN - s ;A FRESH � ����� g' sY � l FNLET rte... GAS - IS -"� TIGFIT t , .010S wltH RATER TIGHT 5EA SEAL- AppHpY� PIPE 3 s(LIDS IL s C `' FF APPROVE ` G. FT. to Sot ELv ` D 0� of F SOIL FU BEDD�rtG Vim. TANS C NCgETE PAD a A ppRpv ED spiCI.FICA DpSES ?yR DAY = SEPTIC / DOSE £ Tlec uvxu C.AL- £ACTUREIi : �lL . TANK MAI+tU ,� .,.f"� GAL . r ' „ r�, �NCt3ES SEPTIC GAL- �� TA11K SIZES = flflSE � A CApAC ;TIES= .. j 8 _ 2 _ INCHfs ;„N�FACTJRER;� �, SAL• A.. �- "=,:t, MKS E: � � INCHES = f. - � sw, SiAC RF.A = ti P 16.23 p�MP � lfs=,. ' ��C.di� r4 wiRiNG AS x;-tIR g y ;TCH TtPE= }»L mp £ ALAR 4? FEET GPH tiIPE rEET DISCHARGE BATE OgSTRIBO _ s rtXT REQ1 .ZRW EN pul4p OFF AND - _ FAeTOR FEET BIFF�Ex o f RZCTIQH� . VERTICAL St3PPZ'Y FT /IQ F NA14 + ml, NEW O" IIi TOTAL DY +� FEET .FORCEl4A X -� / DIANET'£R 7 , WIDTH . . LENGTH TN'tEAtU►L DIKEN SIONS Of FUHP 'TANK LIQUID � DA='E. LICENSL $w�. s IGNEfl: its$ TOTAL DY p R N D CAPACITY HEAD CAPACITY 'CURVE EFFLUENT AND DEWERING 153 Ln MODEL 152/153 MOOEa_ I 152 Feet Meters G o'. Liters Co Liters 50 5 1.5 69 261 77 291 153 10 3.1 1 61 231 70 I 265 15 4.6 53 201 61 231 12 40 152 20 6.1 I 44 167 52 197 n - 25 7.6 34 129 42 159 v 30 30 9.1 23 87 33 V 125 8 35 ? 0.7 ; -- 22 1 85 ° 20 40 12.2 -- -- 11 l 42 0 ock 'Jolve: 38.0 Ft. (11.6m) 44.0 Ft. (13.4m) .— ousoe 4 10 0 40 bu 80 100 20 ' GALLONS 320 3 27/32 4 5/8•x{ LITERS 0 80 160 240 I FLOW PER MINUTE i _ 3 27/32 LT FACTORY FOR SPECIAL APPLICATIONS CONSU 332 •Timed dosing panels available. • Electrical alternators, for duplex systems, are available and supp with an alarm. • Variable level control switches are available for controlling single phase systems. I l , • Double piggyback variable level float switches are available for variable ' level long and short cycle controls• ^ • Sealed Qwik -Box available for installations. See FM1420. • Over 130 °F. (54 °C) special quotation required. 72 1/8 —�7— � I TI 152M series' I �, co 1 1 P Sim 1 e: D l e = f Node) Vol h �! /1m 2 or 3 �L sK7o� N7 115 1 Non 5 1 1 e.5 included 2 or 3 --- —" a aN152 15 t a 2 or 3 Non 4.3 1 E152 230 t 2.13 8052 230 t Auto 4.3 lnGuded 2or3 SELECTION GUIDE Ni 1 1 1 .5 1 2 or 3 back vaftft level float BN153 its t Auto 10.5 inclu 2 or 3 1 Non 5.3 1. Single piggyback variable level float switch or double piggy 1 E753 230 g,3 ancluoeo 2 cr 3 switch. Rater t0 FM0477. SE153 230 1 Auto 2. See FM0712 for correct model of Electrical Alternator E ak. ex 3 CAUTION 3. Variable level control switch 10-0225 used as a control activator, specify duplex ( ) All Instelledon of controls, protection d and 5111 recent be folio wed includi qualified g the most or (4) float system. licensed electrician. AA electdeAl and safety codes recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. pfAl TO: p.o. sox 16 Louisville. KY 40256 -0347 Manulacturersof SHIP To: 3649 Cans Run Road Q�urr A WN ,$ACE /939 Louisville, KY 40211 -1961 (502) 778 - 2731.1(800) 928 -PUMP PUMP LO: Fax (502) 774-3524 ;iiwwwzoeltercom © Copyright 2000 Zoeller Co. All rights reserved. PLAN Page of — WENT ` W NSR'S MANUAL & MANA SPED F c TtoNS POWYS SYST ai O NA S tank CaPa 0 NA ptLE INFORMAT c�gptic Tank M� � 7fec Owr�r ufg�srer D WA em� �. Effluent Filter Man ufacture r 13 11A P Effluent FltW�Model p0giG14 PAt 0 NA at pump-Tank CapaY NA Numb f �i Units � d p Tank Manufacturer Num _ � HA E flow, lave;• —W-2 ai/d Pump Manufacturer 1� /i�a Doogn lbw ( peak), (Estimated x 1.5) ' pump Model ` tmeni Unit Boll ApP ' Rate Monthly average 0 S ee► ravel t=itter [3 Peat ndlG Influent/E�ue Qu S30 mg/L p Mechanical Aeration Q Weiland Fats, oil Grease (FAG) S22O mg/L ❑ Disinfection Demand (BQ Biocheml SQ'us 5154 /L Manufacturer Total pen�d Solids (Y } average~ Dlspetssl Cates) Ci in -ground (pressurized) Quality o t+lA Monthly p in round (g rBvtt Y ) p Mound Pry BODE) S.iO mg/L rare ❑Other. en Demand ( /L ❑ pri ire Biochernical Suspe Solids (TSS) 'd J) wastewater and 4 mg Total Sus I m etric mean) 510` � /1 �mi vanms tip for dO`�" (nor•c" Fecal COCrforrn (gam y, inch diameter SOPWy ,*etrluem Maximum Effl Particle Size . .+ values typlal for pretsbated „,ste"ter. Service Frequency MAINTENANCE SCHEDULE �❑ month r ( s ) (Maximum 3 yrs.) service Event of tank volume At feast once suety equals one -third (lS) yvhen combined sludge and scum 4 Inspedcond�on oftank(s} 2 L3 months ear(s) (Maztmum 3 yrs.) PUMP out contents of tank(s) At least once every ce11(s) p mon year(s) Inspect disPersai At {east once every p mon r(s) p NA r Clean effluent tilts At least once every s ) p NA controls &a[ rM E3 month Inspect pump. PUMP At least once every Y �s> p NA p mon Flush 113t0rals and pressure test At least once every s} ❑ NA cow- At least ante every ❑months II Y� SePtage k licenses or MAINTENANCE INSTRUCTIONS an indg one r POfoWTS Maintainer, its shad be made try ividual carryin c er t � S insped� • missing or broken Of ersal eel iffY any Inspe cti o ns tar" and disp meow plumber. Master Plumber Restcioted on of the tank den s) to m and to check fo any bark up cer"0111 is must include a visual lrt specti the a and sou Sig operator. Tank insPIO measure the volume of combined d9 to check the effluent levels identt any cracks or leaks. Th dispersal celt(s) shalt be visually'"Pe�d nding of effluent on the ing round sum ding of effluent on the ground surface- The l utatorY authority or pom Of etYluent on the g lion of the local reg Pipes and to check requires the immediate notifx� in the oboe"" condiidon and req one•4hird (V or more of the tank volume, the ground surface Ivey indicate a f ailing of in accordance w i t h ch. NR mutation of sludge and scum in any tank equals When the combined aecu a Septage Servicing Operator and dispo entire contents Of the tank shall be removed by ment �ponents. and anY in administrative Code- rents, pretreat S Maintainer• 113, Wisoo anicat or pressurized POWTS compo per f o rmed a Certified pOWt The servicing of fluent meth is of 12 months or less shat( be of co mp1etion of any service event nce or monitoring at intervs within 10 days other matntens to the local regulatory authority > �t shall'be prov ucts or other A the presence of painting P rod ns are START UP AND OPERATION of the pOvM check treatment tank(s) efSai ceil(s). if high �oncentratio use disp to. � ' e the For new n Imioadde the treatment process an aoseptage servicing operator prior to use. detected have the contents of jhe tanks) removed by _.._ r Page of, Zen at the infiltrative surface_ ' �t-oonditions are fro When �� is reStOrEd file t3lccess ' s start up shaft not occur above nomnal n levels. the cefi(s) and may result in the outBgeS pump tanks cel l ( s ) in one large dose. oYedoad u rn tank removed by a During [fi ac+ged to the � . a void this situation have the r contact a D umber or POWTS Maintainer to duct' To or will be t effluent PUMP waste+ rface dirge of ettl en � powe to the efttu Pu ls within the pump tank.. backup Septage 8e^ridng Opa� g 'tlle rw . contfols to restore normal lave � over, or other*iW distufb or compact, assist in rWuW operab an d dispefaai cells. Do not drive or pa D not drive or Park vet* over �� mound or at-grade soil absorption area 15 feet down slope of any stream may i the peffonnance and prolong the Gfe the area the waste d reasets; dental floss; diapers; R or- etimtnation of � g .dgarette butts; condoms; � � � jasoune; gre ase; her meat of the POwTS_ antfbk*03 limp) water, fruit and veg ns,'and water softener brine. �� fat �rwilan drain (s ul� i sticides; sanitary napkins; tampo medkawns �' pa ng m Insure that the scm shaft tw taken ABANOOIIMMENT an engy.taKen out of service me following steps in Admin a Code pOWrS fails and/or is perm y, h ch. Comm 83.33, r ns ing s seated• When the and fly ��ed in cor�Pr�ce ith the abandoned Pipe open system d its shall .be disc onnected disposed of by a SePtage $ervicing Operator. All piping to tanks an P pi shall be removed and property and the void space The contents of all tanks and � shall be excavated and removed or their covers removed . After Pumping' all tanks and F filled with Vii, gravel or another inert so lid material. m rovide a code CpNnNGE,NCY PLAN itte foltowtng measures have been, or must be taken, P If the POWTS falls and cannot be repaired re placement soil cement system utilized for the location f a rep�on and should not compftnt repta nt fea has hoer ova and may be nCe an d oompa • A suitable tepl�eme lacement area should be protected fro structure, tot lines and wells. Failure to absorption system. The rep dos from existing and Propose id setbacks at that time. be infringed upon �e re t wre will i n the need for a new soft and site �ey to establish a suita be protect the rneplaoerm R e plaoertrent o systems must comply with the rotes in effect advances replacement area not avaitable'due to setback and/or soil limitations. Barring A suitable replacement area be Inst led as a last resort to replace the failed f fl re of the POWTS a soil and technology a holding tank may a suitable replacement area upon cement areea is available a not been evaluated to Identif t e site has to a suitable replacement area- if no repla site evaluation must be per fast resort >o replace the failed PO re mo va l of the biomat at hofdrn9 tank fray �sfall ems may be reconstructed in place following at that time nd and gt�rade soi! absorption �s of soot+ systems must comply with the rules in effect the infittrati+re surface. Reoon� <<WARNiNG>> TREATM TANKS MAY CONTAIN LETHAL GASSE C I RCUMSTANCES. DEATH MAY SEPTIC PUMP AND OXY GEN' . OTHER TREATMENT TANK UNDER ANY DO NOT ENTER A 90"TIC, PUMP OR OTHER TRl:A RESULT.. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK t1rlAY BE DIFFICULT OR IMPOSSIBL ADDITIONAL COMMENTP POWTS MAlt1TA1NER POWTS I TALJLER Name Name ' Phone Phone 7- OPERATOR PUMPER LOCAL REGULATORY AUTHORITY SEPTAGE SERY[CINCs Agency' j' Name Phone Sanitation► WAdes. 'lib doamlent mess n take, fAariMuette and Waushan County Zoning sod . Code. Use of this domment does not This document was darted by lire staff of ft Gree and 8354(1), (2) & (3), Wisconsin Administta6" GWW (2101) th e minimum mquusments of c!f_ Comm 83 22�A(b)( H� (� quarantee e+e performance of the POWTS- RECE! VEp f Wisconsin Department of C mere( T S IL EVALUATION REPORT Page of Division of Safety and Buildi gs 4 7� in accordance wi omm 85, Wis. Adm. Code ST. CRG1.X County ��' �/� Attach complete site pla a &x 11 ' ches in size. Plan must include, but not limited to: vertica f Terence int (BM), direction and p I.D. percent slope, scale or dimensions, north arrow, an n and distance to nearest road. Please print all information. Reviewed by Date Personal information ou provide may be used for seconds Y Pr Y 7 Purposes (Privacy Law, s. 15.04 (1) (m)). l zg a Property Owner Property Location > �, �,� P - t Govt. Lots/ 1/4�""I/4 S �T P O N R/ E (o W Property OwnI Mailing Address I �D Lot Block # Subd Name or CSM# City , r State , Zip Code Phone Number [:I City ❑ / Village Nearest Road New Construction Us Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ublic or commercial - Describe: Parent material Flood Plain elevation if applicable ft. General comments and recommendations: F-/1 Boring # Boring Pit Ground surface elev� ft. Depth to limiting factor / in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •E11#2 7 2, 4, F,2-1 Boring # E] Boring /� � / Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 -I z- 7 • Effluent #1 = BOD > 30 < 220 mg1L and TSS >30 15g09I Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) ignature CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date valuation Conducted Telephone Number 715- 246 -4516 1008 192nd Ave, New Richmond, WI 54017 Property Owner _ Parcel ID # / Page of F31 Boring # ❑ Boring �. J Pit Ground surface elev. �� Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color j Gr. Sz. Sh. 'Eff#1 'Eff#2 2 D 'J/ /0)(" dc F-1 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 GPDAf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Effif2 F-1 Boring # ❑ Pit Boring ❑ Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 Effluent #1 = BOD. > 30 < 220 mg/L and TSS >30 1150 mg/L ` Effluent #2 = BOD, 130 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. SB"330 (RAM) Soil Test Plot Pla Project Name Ken Oevering Sh ird Address 838 Summer Pines Circle Hudson Wi 54016 /C/OTM #226900 Lot 16 Subdivision Hollow Pond Date 9/2 6/04 S W 1/4 S W 1/4S 25 T 30 N/R 18 W Township Richmond Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 100.7' *HRP Same as Benchmark is top of wood Property Line lath @ 103.2' B. M. B -1 AIt.B.M. B -3 0% Slope B -2 330' Property Scale = 1/4" = 10' Line 130th Ave Safety and Buildings Division Counrf 201 W. Washington Ave., P.O. Box 7162 ' ��✓' Ass VN ' is�O�I f� Madison, WI 53707 — 7162 Sanitary permit Number (to be filled to by Co.) (608) 266 -3151 ? Z De artment of Commerce Sanitary Permit Application State Plan I D. N u mber A In accord with Comm $3.2I, Wis. Adm. Code, personal information you provide p Address Gf i mailing address) may be used for secondary purposes Privacy 1AW, 315.014(lxm) j PP � A lication ln oration — Please Print All Information A N oct l± �e r n � Pro g Section City. State p Code _ 1 t 1 T ? N; B o I I, f Building (check aII tha 2'v ply} �� X14 S"vi ion Name CSM Number 2 Family Dw dit - Number of 13 PublidComnswcial - Describe Use State Owned - Describe Use D j Lt ttk/ I ZONli OFFICE: i Qty— Villager owashipof III. Type of Permit: (Check only one box online Complete line B if applicab A- 5� <e System Replacea>ent Syskxrt t eatmatt/Holdtng Talk R t Only Odter Modification to F.�ting System List Previous Permit Number and Date issued B. Parnit Renewal Permit Revision of t Transfer to New Before Expiratior Plumber IV. TYM of POWTS S eck all that appl c on – Pressadzcd In ' Mound >_ 24 in. of suitable soil < 24 is of suitable soil At -Grade Single Pass Sand Filter Conmcted Welland Pressurized in and Holding Tank ter Aerobic Treatraeat Unit laturg d Synthetic Media Filter Dri P lain `� V. Di tment Area I o n: i 0 D l F SfD Des' Now (gpd) Design Soi Ratc(gpdsf) Area Regamred ' ` 3 �d (st) System El �on ���-� z-, V �- .� b i Z.�)Info Capaa Total N Manufacturer Prefab Site Steel F Pl c Gallons Gallons ofjrdts Concrete Constructed New Existing Tanks Tanks Septic or HoWng Tack � AcwVW TVnmmt Unit y Dosing C7i bill for installation or the rOWTS on the attached ns. Y)I. Hex onsibilY Statement- I, the and asstnne MPl WP Number Business Phone Number Plumbers Nattme (Print) � Pia u� `� -"x-69 Plumbers Address (Street. City, Sta 'p ) / tonsfor lJ^ VIII. /De � nt s Da Issued S' Stamps) Sanitary Permit Fee ('meludes Gtounc(water Approved Disapproved Surcharge Fee) �� q -7 O Owrmer Giv Denial UU (NS7 /-$ /J � lLlt, IiX. Conditions of Appro Dissppr YSTEMaWNER: — l 1 Septic tank, effluent h er Serve maintain dispersal cell must all 1 d __� 3 C _ /�_ r nor management plan provided by plu mber. C "O rn-►n d .r>, 2. All setback requirements must be maintain Q J � as per applicable code /ordinances. pr,K,Q,� Let f 4em Vy c Attach plans (to the County only) for the snteau on papa' not than 8111 x II jtuhes is stye � ✓ L �-{- r j a-lu (l o J t C� LOT PLAN PROJECT Ken Oeverlina ADDRESS 838 Summer oines circle Hudson Wi 54016 SW 1/4 SW 1/4S 25 /T 30: N/R 1 W TOWN Richmond COUNTY ST. CROIX 8/31 /04 BEDROOM 3 MPRS Shaun Bird 226900 ` DATE CONVENTIONAL XXx IN -GROUN ASSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .2? ABSORPTION AREA 2363 # of Ch bers 76 BENCHMARK V.R.P. Top of conduit ASSUME ELEVATION I Filter Zabel A - 100 ❑ BOREHOLE WELL +H.R.P. Same as Benchmark SYSTEM ELEVATION 94.3 .1/93.9/93.7 4.5' below qrade ease note: installer wil rify soils Well is to meet all Plans Designed Using before installation to see if ' is the setbacks required b Conventional Powts right system for the property. V WDNR Manual Version 2.0 >6 1V Standard Biod' user of Cover Leaching Ch ber with 31.1 f f Area 6' Long 1 1 d t System Elevation 34" Property Vents Line B -2 112' 4-3' X 119' Cells ' spacing 159 Pro Bedroom 4 ' House 0 T B -1 B - 3 40' 62' 52' B.M_ #2 is top of / conduit @ -01 100.44' 135 B.M. 1 96• -J � � .l�fi Town Road z-d dL6 :L0 J�0 Lo des PL PLAN PROJECT Ken Oeverlina DDRESS 838 Summer Dines circle Hudson Wi 54016 SW 1/4 SW 1 /4S 25 /T 30 R 18 W TOWN Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 8 BEDROOM 3 CONVENTIONAL XXX IN -GROU ESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .2? ABSORPTION AREA 2363 # of chamber 76 hk BENCHMARK V.R.P. Top of conduit ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL * H. R. P. Same as Benchmark SYSTEM ELEVATION 94.3/94.1/93.9/93.7 4.5' below qrade Please note: installer will verify soils Well is to meet all Plans Designed Using before installation to see if this is the setbacks required by Conventional Powts ^ right system for the pro erty. Vent WDNR Manual Version 2.0 ff QrenAnrA Q;i A;ffnanr of Cover - TkllJ.a 1, 6' Long 1;._ .. 4e 106 3(o n Prop Line y 112' 4-3'X 119' Cells wi�_ __.- 1 _.. _ - _ __ -._,_ .._....._._._._.. _. _ 3, -7. 10' 1 � ✓�' 159 Pro 3 /-add' Bedroom X01 House ►mom 4 ' B -1 -3 0 100 �ldell 62' S X52' B.M. #2 is top of TA j L conduit @ 100.44 3 bri 166' C135 B.M.1 96 ' own Road 7 2-0 0 VL e., ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT �\ M M Y N ■ N���r ST. CROIX COUNTY GOVERNMENT CENTER - 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (715) 386 -4680 Fax (715) 386 -4686 M emo to F From: Pam Quinn Date: 7/21/2004 Re: On -Site Soil Report Verification for Lot 12 Hollow Pond Subdivision (SW '/, SW % Sec 25 Town of Richmond) On July 9, 2004 a site visit was conducted to evaluate soil conditions reported for Lot 12, 13 & 15 within this new subdivision. After making observations in test pits and subsequent review of all soil reports submitted for lots in Hollow Pond, it appears that the recommendations for installation of pressurized conventional (in- ground) systems may not be feasible. The weather was sunny, temperature in the 70's, with good light conditions for color determination and no precipitation for >24 hours. A sanitary permit was issued for this lot and excavation for the foundation had exposed soils that caused concern for installation of a conventional system. Test pits on lot 12 had been excavated at the approximate locations of B2 & B3 on the original soil report. At B3, the soil profile was similar to that reported, but redoximorphic features (iron deposits and high chroma concentrations) were observed at the irregular boundary between a sandy loam horizon and fine sands below, at approx. 60 inches. The fine sand horizon from 60 — 88" appears to be weathered sandstone, with extensive iron deposits throughout (2.5 YR 7/8) in a matrix of 10 YR 8/2. Bands of 7/5 YR 4/6 sandy loam were observed starting 6" below the textural change. A test pit near B2 showed massive sandy loam transitioning to fine sands at < 48 ", again with redox features along the textural change and much higher concentration of iron staining in the fine sands. Redox features at less than 48" would limit installation of a pressurized in- ground system to less than 12 inches below grade. This would place the system on Lot 12 in silty clay loam soils with an application rate of 0.2 gpd/ft Recommendations for "pressurized conventional systems" would require a minimum of 2250 ft for a 3- bedroom house, 3000 ft for a 4- bedroom system. Due to Dept. of Commerce code changes, effective as of 2/1/04, massive sandy loams now have a soil application rate of 0.2 gpd/ft On many lots these soils were encountered in a third horizon at depths of less than 24 inches from the surface. Pressurized pipe, not a dosed system using leaching chambers, would be needed to achieve even distribution of wastewater throughout these soils. Costs for design and installation of an in- ground pressurized system should be compared to a traditional mound system, the latter having the option of being reconstructed if a failure occurs. The existing tested areas for all lots within Hollow Pond are not large enough for installation of a 3,000 square foot system and another equal area for replacement. Additional soil evaluations will be required and the replacement areas will have to be preserved from any construction activity for sites proposing to use this POWTS option. Mound systems for lots in Hollow Pond would require designs with lower loading rates where soils exhibit platy structure in the upper horizons and/or have <0.3 soil application rates within 12 inches of the surface. These long, narrow systems would, however, fit within the existing tested areas provided on the original soil reports. Sanitary permit applications for conventional POWTS will not be approved for these lots based upon this on -site determination unless the following items are included: 1. Additional soil test pits have been evaluated to provide both primary and future replacement areas. 2. Documentation that redox features are >36" below any proposed system elevation. 3. The soil application rate used for sizing the system extends a minimum of 6 inches below the proposed system elevation. For example, if the system is 18 inches deep and a massive sandy loam begins at 19 ", a soil application rate of 0.2 gpd/ft would be required for sizing the system. Cc: Greg Peterson, Subdivision Developer Oevering Builders, owner Leroy Jansky, Regional Wastewater Specialist Tom Nelson, CST #227387 G k„ Wsconsin Department of Comm � 8 J SOIL EVALUATION REPORT Page I Of 3 Division of Safety and Buildings ) in accordhndewhrft Comm 86, W& Adm. Code County. St. Croix Attach complete site plan on Lper � t IJ22 ,, I I Inches in size. Plan must include, but not limited to: ve dri�Il Fe point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrol�T', and distance to nearest road. Please print all information. , R eylewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ` 4 ,,0 Property Owner Property Location ri Greg Peterson Govt. Lot SW 1/4 SW 1/4 S 25 T 30 N R 18 E (or) W Property Owner's Mailing Address Lot # Block # Subd. (Jame or GSM# pp 1611 Hwy 10 16 Nn ° uj 90 q City State Zip Code Phone Number ity E]Village ■Town Nearest Road Spring Lake Park I MN 1 55432 1 ( 7¢3 780 - 4996 140th Street New Construction LlseE] Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD Replacement 0 Public or commercial - Describe: Parent material Loess over glacial till Flood Plain elevation if applicable N A fL General comments These are massive soil em being us the n r Img recommendation would also be to consider here the uent can r .y e dosed over the entire distribution area. Not required, but reco ended.,.= le �„- rtS� This site is suitable for a below grade conventional system 3 -Le 1 Boring # Pit Ground surface clew. 99.36 ft. Depth to limiting factor >92 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence e4undary Roots GPD11? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 *Eff#2 1 0 -15 10yr2 /1 sil 2msbk mfr cs 2f r V .5 .8 2 15 -25 I 4/4 sicl 2msbk mfr cs if ,4 .6 3 25-40 10yr4 /6 sicl Imsbk mfr cs - •2 .3 4 40-48 7.5yr5/6 1s Imsb mvfr es - 1.2 5 48 -92 7.5yr5/8 sl Om mfi - - 3 5 r S ��� a Boring # O Boring ng 98.86 >90 ■ Ground surface elev. ft. Depth to limiting factor in Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/lf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#1 *Eff#2 1 0 -12 10yr2/1 sil 2msbk mfr cs 2f 3 1 .5 •8 2 12 -18 1 4/4 sicl 2msbk mfr cs if 1 .4 .6 3 18 -24 7.5yr5/6 sic) lmsbk mfi cs - .2 •3 4 40 -90 7.5yr5/6 A 0rn mfi - - 3 .5 & * Effluent #1 = BOD > 30 < 220 m and T S >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signatur `%` CST Number Thomas C Nelson _ ` ` 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI j 7/3/03 715 -246 -2454 .� r � y LEGE O ' l � section Comer Monument of Record � LOT 13 " LOT 12 o Found I' Iron Pipe – – - - _ – – – • Sat 1 -1/4' x 18' Rebor IZ (weighing 4.303 Ibs. per llnwt foot) .��, I?J• — — -- — -- DR9 Benchmark (Tap of Iron Pipe) LOT 9 9 „ Buildin Setback Line I (100 from R –O –W. 75' from Navigable Waters) Existing 2' Contour Existing 10' Contour IN(. Proposed Driveway Location — —" -- 12 Utility Easement Line \ �\ '` •.� \ —'�- -- Existing Fence Line O ► Pond \ \ L.B.O. Minimum Lowest Building Opening • Soil Test Locations Easement HKt� 070.0' LOT 6 ^ SLOPES IN THE AREA OF THIS 97, 550 sq. ft. g 1 X 2.24 pores d, In ALL LOT CORNERS ARE TO BE MARKED WITH A N ,i = 1'x18' IRON PIPE (WEIGHING 1.13 LOS. PER J B.O. = 1 K: LINEAR FOOT) UNLESS OTHERWISE SHOWN. Ir O BEARINGS ARE REFERENCED 10 THE WEST LINE OF ' \ 072. "' # THE SW -1 /4 OF SECTION 25, T3DN, R115% WHICH IS ASSUMED TO BEAR 1 S wl MANURE PIT TO BE REMOVED IN COOPERATION WITH ST. CROIX COUNTY LAND & WATER .f LOT -7 CONSERVATION DEPARTMENT IN ACCORDANCE WITH NRCS STANDARD 'CLOSURE OF WASTE LCT a IMPOUNDMENT". 126,028 sq. ft. r NOTE: NO OWNER OR RESIDENT SHALL DO ANYTHING WHICH WOULD 2. acres �' -..- m� INTERFERE WITH OR CHANGE THE OPERATION OF THE APPROVED Q COMPREHENSIVE WATER DRAINAGE AND SOIL EROSION PLAN FOR THIS PLAT. THIS INCLUDES BUT IS NOT LIMITED TO BUILDING UPON, _ OBSTRUCTING, ALTERING, FILLING, OR EXCAVATING OR PLANTING IN ANY POND EASEMENTS, WATER DRAINAGE DITCHES, WATER W RUNWAYS, WATER CULVERTS, BERMS OR GRASS SEEDINGS. Z Z PD A t 'y 100• - / LOT — 14M AVOUE �+! lie (J � NE ��•�`. T \ LOT_ I SSSt —J1_ 1, ,LOT A6 CERTIFIEC - suRVVEY q. ft. k 65, 401 sq. ft. v F, V O E_ 14 •res 1.50 ocr6s P4G� 3 j01 •..,....Gj .. .............................. — — — — -- — South 114 Comer I (=^�= s E m Section 2S -39-18 (found reMoed sp& 1 J? ?Y — P _ _ _ _ 1la7N AVPAIE n ia;e of e SW- 1 ' _ ` - - — YONfiY MAP o �• SEC. 25, T. 30 N., RAS W. TOWN OF RICHMOND, ST. CROIX COUNTY. WI HORIZ NOT To WALE wa aeuv sr 10/13/0) MHL PRAW No arure axas WI0575D33 A" Near lei 057SD33 -111`41AT at this map woe prepared by me or under my 10 /3s /03 - MHL that K is true and correct to the best of my gnaw it I ors a duly Regletered Land Surveyor under tote of Wisconsin, NOTES ELEVATIONS ARE BASED ON AN USGS NAVD 1988 DATUM. ENTIRE LOT IS CONSIDERED N.B.A. (NET BUILDABLE AREA) UNLESS OTHERWISE SPECIFIED. EKED LICENSED SURVEYOR 40. 2484 DATE CONTOURS ARE SHOWN AT 2 FOOT INTERVALS sr �r sssr 2 or 7 J ST CROIX COUNT SEPTIC �' ENANCE AGREEMENT_ O Eg,SHIP CERTIVICATION FORM � l owner/Buyer a ailing Add1ess �v M .� Andress 1 q I - m p�aniag Department for new construc Prop (Verification required from parcel Identification Number city /State LEGAL.. DESCRIPTION I V ,3 O - R W, Town of property Location""`! A ' /,, ' S � Lot # Subdivision l . page # Volume Certified Survey Map # Page # 0 2 S Volume Warranty D:yes d Lot lines identifiable yes ❑ no Spec house � no NANCE failure to handle tivastes. Proper maintenance g S j$TFir`s te stem could result in its Pre r LMproper use and What you put into the system mature m aintena nce your septic s3' needed by a licensed pumPe k every three years or sooner, if disp osal s of Pumping out the septic stage in the waste consists P tic tam as a treatment s igned by the owner and by a can affect the function. of the Septic a certification form, inn owner ag to St. Croix Zoning Department pumper verifying that (1) the on -site wastewaterdisposal system The property rees to submit lumber or a licensed pump the septic tank is less than 1/3 full of sludge. ourneyman plumber, ! est rictedp c and pumper (if necessary), masterplumber, j co and/or (2) after inspection system with the standards is is proper operating twin the private sewage disposal cation eats and agree to main Resources, State of Wisconsin. Certification d have read the above Department of Natural Zoning Office within 30 I/we, the undersigned the Repent of Commerce and the Dep ed to the St. Cro set forth, herein, as set by ix County twined must be completed sad return stating that Your septic system has been main � 1S0, d ;,YGNA:MME s . three year expiration date. DATE OF ICANT _ O WNER CER ICATI N our) knowledge. I (we) am (are) the o wners) of ce that a ll s on this form are true to the best o uter of Deeds Of fice. I (we) � v ide of a warranty deed recorded in Reg � 110 the property described above, by DATE GNATCTRE GF ennit being revoked by the Zoning De partment P Any information that is sus- npresentedMay result is the sanitary p warcaaty deed from the Register of Deeds office deed ** Include with this application: s , stsmpe d if reference is made in the warranty a copy of the certified survey map J Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. 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. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. 8. Discharge into system is not exceed those required as per Comm. 83 Confiag ncy Plan Add [ � KntcS l e Option #1. system fails, determine cause of failure, use alternate area and install new 1 i A system in tested replacement area. ` Option #2. Install system at a lower elevauun, uy - ,I ivi ng`6lomat, and install new system. Option#3. No adequate area is suitable for replacement area, and system elevation cannont be lowered. Install holding tank as last resort. 3. Replace any other failing components as needed. Plumber: Shaun Bird 715 - 246 -4516 St. Croix County Zoning 715-386 -4680 Pumper Tom Mondor 715 - 246 -5148 Shaun Bird #226900 U _.2575 P 025 - 7 Cio c�--98IE!, it STATE BlkR OF WISCONSIN FORM 1 — 1998 KATHLEEN H. WALSH ST. CR OI OF DEEDS WARRANTY DEED ST, CROIIC CO., WI RECEIVED FOR RECORD Document Number 05/18/2094 11:30AN This Deed, made between Silver Lake Land, LLC Grantor, and Kenneth J. Oevertna.a married person , Grantee. WARRANTY DEED Grantor, for a valuable consideration conveys to Grantee the following EXIT It described real estate in St. Croix County State of REC FEE: 11.0e Wisconsin (the "Property "): TRANS FEE: 438.00 COPY FEE: CC FEE: PAGES: 1 Recordin Area Name and Return Address URN TO. Burnet Title 7550 France Ave. S. First Floor Edina, MN 55425 026 1073 50 001/ 026 1073 50 0001 Parcel IdentHtcation Number (PIN) This Is not homestead property. (Is) (is not) Lots 12, 13, 15 an 16 ollow Pond Addition, Town of Now Richmond, St. Croix County, Wisconsin. Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Properties good, indefeasible in simple fee and free and clear of encumbrances except ff IAN Dated this 1 day of j� (SEAL) (SEAL) Sliver Lake Lan LC By Gregory J. Peterson (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) WENpy 9V # jAT Z jN X State of Wisconsin, NOTARY PU } ss. authenticated this day W I S CO NS f N St. Croix Cou ( Vol Personally came before me this �` day of 1`� 2004 the above named Greaory J. Peterson, vice president of Silver Lake Land L to me known to be the persw who executed TITLE: MEMBER STATE BAR OF WISCONSIN the fore in jInrument and ac owiedge the same. (lf not. �/YX� authorized by §706.06, Wis. Slats) THIS INSTRUMENT WAS DRAFTED BY Notary Public, State of Wisconsin Coldweil Banker Burnet 1301 Coulee Road My commission is pemsa ent. (if not, state expiration date: Hudson, WI 54016 3 -66470 Q �5.� (Signatures may be authenticated or acknowledged. Both are not necessary.) Names of 22rsons signing in any capacity must be ty2ed or printed below their signature. cn -�. I --a w - - - - -- p Q I n I m N00'05955 "E ' a I I 327.01, N z w � r + IZ N R/ m y 10 110 r IIQ � ••. I I 1 Z95 zo I M rv` I I Z 4 io I I I Cwt �' 1 1 N N - ) C ' O C .. W —+ I � � 1 � C OD I ` N ca CO �. c I O WR N "E V --t v 7 J400 Z 0 1 1 / y `+ r ,, ° 142ND S T. ( �" o •.. •� N o l 8 Cb ` N00'05 "E ,O I I r I ` D �"•� , 3 27.01' I O Ic N 83.99' I o •: •,�,' ` �S • N I I 6 6 , c ,.,, : $ z I $ n n n I m l ; , 1 33.00 ' W N C 327,01' cr i Z g w I - r y a f D 1rri S00 "W o ID Ini�i� S 8 8 8 g C m N I I Iri Ir II Ir v N I IO I IO 4 � . +• f � I � -�I ICS I I �� jC ICS, Irn \