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HomeMy WebLinkAbout026-1147-06-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Cr oix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 430600 0 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: P.C. Collova Builders, Inc. I Richmond Township 026- 1147 -06 -000 CST BM Elev: Insp. BM Elev: BM Description: / Section/Town /Range/Map No: Q Q o-1 /U (� ST�c x- 24.30.18.1064 TANK INFORMATION F ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic , i) Benchmark � $— /OD � Dosing � 2 o W &-1 i A O �v► • l Ol � 0 '6 / - �� Aeration Bldg. Sewer Holding nlet TANK SETBACK INFORMATION S Outlet , ro 9 , 7 TANK TO P/L WELL BL Vent t Air Intake ROAD Dt Inlet Septic > � ) � /^ O � „ „ Dt Bottom 3 Dosing lu li � ' � Header / Man. Aeration Dist. Pipe Holding Bot. System Q , 7 PUMP /SIPHON INFORMATION Final Grade Manufacturer Demand St Cover P Model ber TDH Lift on Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM 3 4 v i zL 4 13 DIMENSIONS Width t Length f No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ' SETBACK SYSTEM TO I P/L p j P WELL LAKE /STREAM / LEACHIN G) Manufacture�� ,,/i INFORMATION CHAMBER R ��!! Type f System: I �\ Model Number: DISTRIBUTION SYSTEM / ��((�J V4t Header /Manifpld A \ 1 Distribution r , x Hole Size x Hole Spacing Vent to Air Intake � I - i l U Pipe(s) I G' > /00 / Lengt Dia Length Dia " 6 Spacing . 7 f • 7 7 —� 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/1'rench Center Bed/Trench Edges Topsoil Yes No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: Location: 1404 146th Avenue New Richmond, WI 54017 (NE 1/4 NW 1/4 24 T30N R18W) Richmond ea ws Lot 6 Parcel N •,24 1.) Alt BM Description = 4S sld[ 01 2.) Bldg sewer length = (ao I " -/k ' (,t Q�rt amount of cover = � -( — � 3f G �i' Plan revision Required? Yes >s±fi No I Use other side for additional information. � ; - - - - -- _ _ - -_ SBD -6710 (R.3/97) Date s Sjpnatur� � ST. CROIX COUNTY bow�,, WISCONSIN ZONING DEPARTMENT ST. CROIX COUNTY GOVERNMENT CENTER :�\ / / M / / N M ■ r...r 1101 Carmichael Road Hudson, WI 54016 -7710 r M — Phone: (715) 386 -4680 Fax (715) 386 -4686 Memo to File From: Pam Quinn Date. 4/27/2004 Re: Sandy loam structure misinterpretation on subdivision soil reports Recent soil on -site determinations have brought a problem to our attention. During these on- sites, borings were excavated to confirm soil conditions where two conflicting soil reports had been submitted for zonixlg department review. The soil profiles, evaluated by myself, Dave Fogerty, and Dave Steel (all certified soil testers) differed from the original soil reports in that massive ( structureless) sandy loams were encountered in horizons that were described as having either moderate, medium subangular blocky (2msbk) structure by Adam Schumaker or weak, medium granular structure (I mgr) by Shaun Bird. There apparently has been a misunderstanding between "structure" caused by handling samples of the soil during texturing versus the soil characteristics in situ. The soil, when chunks were taken out of the profile to hand texture, with pressure parted into "crumbs" that appeared at first to be subangular or granular in shape. However, these were not true peds that broke apart along planes of weakness, but fragments created by handling. The soil when observed in the horizon did not have distinct units of structure and should have been reported as "massive ". Added notation: on 4/23/04 Mark Iverson (Cedar Corp. certified professional soil scientist), Shaun Bird, and myself did an evaluation of soils on Lots 6 & 9, Richmond Meadows where the original soil report described the third horizon as sandy loam, "I me'. On Lot 6 we checked soil profiles within a POWTS distribution cell and then excavated a test pit on Lot 9. The sandy loams in question were a weak, coarse to very coarse subangular blocky structure, where planes of weakness were just discernible when peds were parted from the profile. The peds separated with very light pressure by soil tester. Sand coatings were observed on the ped faces in the Lot 9 soils, which supported the determination that some structure existed to allow water to move through the upper portion of the sandy loam horizon. However, below the weak - structured soil we found massive (structureless) sandy loams and the boundary between these horizons was irregular, which would mean a distribution cell could encounter alternating weak and massive sandy loam. Shaun said he would amend his soil reports with a memo recommending that any sandy loams he identified as "Imgr" or "2 mgr' be assigned a lower loading rate of 0.3 gpd/ft2 (see attached memo for Whitetail Meadows) to provide a larger dispersal area. i Page Two — Soil Memo 4/27/04 Massive sandy loams have been assigned a soil application rate of 0.2 gpd/ft with the code changes in Comm 83.44 -2, effective as of 2/1/04. The application rates listed on the soil reports were higher due to the structure having been described as either weak or moderate, which affects the calculations for sizing of POWTS distribution cells. Obviously, one of the concerns is to make sure loading rates for the soils are not in error and allow undersized POWTS to be installed. For example, in December 2003, Lot 35 of Richmond Meadows subdivision had to have its loading rate reduced to 0.3 gpd/sq. ft. when the installer encountered massive sandy loam at the system elevation. The sandy loam horizon had been described on the soil report as "lmgr" with firm consistence. Leroy Jansky, Dept. of Commerce Regional Wastewater Specialist, has been consulted on this situation and advised the zoning department to require on -site verifications for any lots with this potential misinterpretation on the soil reports. All soil reports with sandy loam "1 or 2 mgr" as its structure will be required to use a design based on the current code's soil application rate for massive sandy loam @ 0.2 gpd/sq. ft. unless additional soil testing proves otherwise. I ST. CROIX COUNTY WISCONSIN �' ••✓ '� _ ,' ZONING DEPARTMENT N N N N ■ N / � rmr ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (715) 386 -4680 Fax (715) 386 -4686 Memo to File From Pam Quinn Date. 4/14/2004 Mr. Soil On -site Determinations for Lots 32, 37 & 43 Richmond Meadows Subd. On April 8, 2004 on -site determinations of soil conditions at the above lots was performed to evaluate conflicting soil reports submitted by Adam Schumaker and Shaun Bird. At 11:00 a.m. the weather /lighting conditions were acceptable, with temp. 50 °F, clear and. These determinations were requested by the property owner, Orenzo Oevering and the plumber /permit applicant, Dave Fogerty, who were present during the test pit excavations. Additional test pits were located next to borings on the original soil reports to better compare soil conditions in the tested areas. On lot 32 (see attached description) the soil profile contained massive sandy loams at approximately 36 inches below grade, which does not conflict with the soil tester's recommendation for using an at -grade system. What it did reveal, however, is that both Adam and Shaun likely misinterpreted the structure of the sandy loams: Adam called the sandy loam horizon a "2msbk" and Shaun uses "Imgr ". There apparently has been a misunderstanding between "structure" caused by handling samples of the soil during texturing versus the soil characteristics in situ. The soil, when chunks were taken out of the profile to hand texture, parted easily into "crumbs" that appeared at first to be subangular or granular in shape. However, these were not true peds that broke apart along planes of weakness , but fragments created by handling. The soil when observed in the horizon did not have distinct units of structure and should have been reported as "massive ". Two test pits were evaluated on Lot 37, since the sanitary permit has already been issued. Due to the current house and well location, additional tested area will be required to meet setbacks to the POWTS. A pit closest to Shaun's B2 did have a sandy horizon as reported, but only to a depth of 60 ", then underlain by a massive sandy loam. Unfortunately, the boundary between the sands and sandy loam horizon was very irregular, with tongues of sandy loam much closer to grade than 60 ". The recommended loading rate for this site would need to be lowered to adjust for varying pore space at system elevation. Lot 43 had conflicting reports, where Shaun's tested area (near the front of the lot) reported conditions allowing a conventional system and Adam's (closer to the rear of the lot) reported mottling at 32" with a mound system recommendation. Additional test pit B4 was excavated next to Shaun's B3 (see attached description) and massive sandy loams were encountered at 17 inches below grade. Weathered cobbles (break into smaller pieces upon disturbance) and oxidized iron deposits around individual gravel /cobbles were observed in the pit wall, but no mottling was identified to 68 ". Shaun's B3 description of sandy loam with "2mgr" structure starting at 18 ", then sandy loam "lmgr" from 36- 110 ". Again, I think there was a misinterpretation of texture after a sample had been handled. Leroy Jansky, Dept. of Commerce Regional Wastewater Specialist, has been consulted on this situation and advised the zoning department to require on -site verifications for any lots with this potential misinterpretation on the reports. Obviously, one of the concerns is to make sure loading rates for the soils are not in error and allow undersized POWTS to be installed. For example, in December 2003, Lot 35 had to have its loading rate reduced to 0.3 gpd/sq. ft. when the installer encountered massive sandy loam at the system elevation. The sandy loam horizon was described on the soil report as "lmgr" with firm consistence. The zoning department will have a note placed on all soil reports with this type of description as requiring a design using the current code's soil application rate for massive sandy loam @ 0.2 gpd/sq. ft. unless additional soil testing proves otherwise. 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Code, personal informal' you provide maybe used for secondary purposes Privacy law, s15.04 )(m) ST CRQIX GUUN� than mailing addres Proj s (if different s) FICE I. Application Information — Please Print All Information / J� Parcel # t # Pr operty Own 's Name �^ C. L v Property er's Mailing Address a Property r U , / V . , Section City, State Zip Code Phone Number J (cuc on � � V TX— N; yC�E r W IL Type of Building (check all that apply) w h N'I aN Subdivision Name CSM Num or 2 Family Dwelling - Number o m f B oomg _ K1 i ❑ Public/Comercial - Describe Use / 13 State -�� Use ❑City ❑Village ownship of +( IIL Type f Permit: (Check only one box on line A. Complete line B if applicable) 0 { — 1/ O —Ott 06 A. New System ❑ Replacement System ❑ Treatrnent/Holding Tank Replacement C1 Other Modification to Existing System List Previous Permit Number and Date Issued R. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New Before Expiration Plumber Owner IV. XjPe of POWTS System: Check all that 1111 DI Noa - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In round ❑ Holding Tank ❑ Peat Filter El Aerobic Treatment Unit ecirculating Sand Filter ❑ Recirculating Synthetic Media Fitter hing Chamber Drip Line ❑Gravel -less Pipe ❑Other (expla') [ V. Dispersal/Treatment Area Information: s stem El on X 5��Design Soil A lication Rate(gpdsf) Disp I Area Required (sf) Dispersal Area Propos VL Tank Info Capacity in Total Number Manufacturer Prefab Site feel ibex lastiC Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank Aerobic Treatment Unit Dosing cbs nber VII. Responsibility Statement- 1, the undersigned, a respous2d for installation of the POWTS shown on the attached plans. PI / s Name (Print) Plumber's S' MP/MPRS Number Business Phone Number J Plumber's Address (Street, City, State, Zip C VIII. Court !D eipartment Use Onl Sanitary Permit Folk ncludes Groundwater Date Issued Is ing ent Signatur (N [amps) ?�A pproved ❑ Disapproved Surcharge Fee) ', ❑ Owner Given Reason for Denial y 7 " � M Conditions of ApprovaURessons for Disapproval SYSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all be serviced / maintained � A as per management plan provided by plumber. 0� 2. All setback requirements must be maintained as per applicable code /ordinances. 1�, � t,,,�'• Sf•C.t.Bt�jC A plete plans (to the County only) for the system on paper act less than 81/2 It 11 Inches In siic • SBD -6398 08/02) I PLOT PLA PROJECT P.C. Collova Bldrs. Inc. ADDRE .O. Box 489 Somerset Wi 54025 NE 1/4 NW 1/4s 24 /T 30 N/R 18 T Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 1216/03 BEDROOM 3 CONVENTIONAL X00C IN- GROUND PRESS 6K CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1212 # of chambers 39 BENCHMARK V.R.P. Top of Steel Fence Post x- g ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL •H.R.P. Same as Benchmark SYSTEM ELEVATION 91.4/91.2/91.0 4' below qrade Alt. BM)-Top of Survey Iron @ 96.0' Plans Designed Using Vent Conventional Powts Manual Version 2.0 >6 „ Standard Biodiffuser of Cover Leaching Chamber with 31.1 ft2 of Area 6' Long 11 34" Grade at System Elevation E o 3droom ouse � 2s' Vents �6 B -1 T — B- 33 -3'X 83' Cells with >3' Spacing 94' 2% 70' Slope 0 P*# 5' 15' , Vents B.M. 140th St. PLOT PLA PROJECT P.C. Collova Bldrs. inc. ADDRE .O. Box 489 Somerset Wi 54025 NE 1/4 NW 1 /4s 24 /T 30 N/R 18 T Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 12/6/03 BEDROOM 3 CONVENTIONAL )00( IN- GROUND PRESS E CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1212 # of chambers 3 BENCHMARK V.R.P. Top of Steel Fence Post T g ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark SYSTEM ELEVATION 91.4/91.2/91.0 4' below grade 4 AltZAM)_—Top of Survey Iron @ 96.0' Plans Designed Using Vent Conventional Powts Manual Version 2.0 > 6» Standard Biodiffuser of Cover Leaching Chamber with 31.1 ft2 of Area 6' Long 11" Grade at System Elevation .314 " j Pro 3 Bedroom House 25' T 80' Vents B -1 B- 33 -3'X 83' Cells with >3' Spacing 94' 2% 70' Slope IF 5' 2 15 Vents B.M. 140th St. Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Divi ;ion of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County j Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must v include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print` all information. a wed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Aec ' ' J 101 Property Owner _ Property Location jj Go Lot �� 1/4 1l% A14 S ' L T N R E (or) Property Owner's Mailing Address Lot Block # Subd. Name or M# i City State Zip Cade Phone r ❑ y, Q Village wn Nearest Road New Construction Use .oResidential / Number of bedrooms a derived design flow rate GPD ❑ Replacement Public o mmerciai - Describe: „- -- - - -,— ------- --_ - -- __ -- Parent material rx e' Flood Plain elevation if applicable A General comme and recommendations: c�- l " Jc> e, Boring Pit Ground surface elev. 1 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOM in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff #1 °Eff #2 I — 7 /01//-3171 z. r� I ,-j 9 r. yo ) F-e kvL It Je� �7a;�—e— ;� Boring # ❑ Boring 9 C(.tii LV "3 Pit Ground surface elev. / �' 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. ter+ "Eft #1 i 'Eff#2 2- S (c— Effluent #1 = B00 > 30 < 220 mg/L and TSS >30 < 150 Effluent #2 = BOD < 30 rwg/L and TSS < 30 mg& CST Name (Please Print) _ S' CST Number yf Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 ' ; - 715- 246 -4516 G� J T L9 Property Owner _ Parcel ID # Page of F3_1 Boring # ❑ Boring Apit Ground surface elev. ft. Depth to limiting factor la in. Soil Application Rate Horizon Depth Dominant Color Redox Description Tex ura ! Structure Consistence l Boundary Roots GPf)/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 - Eff#2 d - 11 I Ut ,, 3 1 2 - - _ _ f,- �► ✓��g , �l 11 34Y .4 co l F-1 Boring # F] Boring 11 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 'Eff#2 d l 1 ' E Boring # Boring Ground surface elev. ft. Depth to limiting ;actor i1. 11 Pit 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 I - Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 -266 -3151 or TTY 608 -264 -8777. SB"330 (R.6=) III Soil Test Plot Plan Projebt Name P.C. Collova Bldrs. Inc. Shaun Address P.O. Box 489 Somerset Wi 54025 C #226900 Lot 6 Subdivision Richmond Meadows Date 5/28/03 NE 1 /4 N W 1 /43 24 T 30 N /R W Township Richmond ❑ Boring 0 Well PL Property Line County S T. CROIX BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post System Elevation 91.4/91.2/91.0 *HRpSame as Benchmark Alt. BM Top of Survey Iron @ 96.0' a� a 95' 95' B- B-3 94' 2% 70' Slope 5' f 5' M. B 2 B. . 140th St. r 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 Contingency Plan 1. If system fails, determine cause of failure, use alternate area and install new system or install system at a lower elevation. 2. 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 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer P. C. Collova Builders, Inc. Mailing Address P O Box 489 Somerset, W154025 Property Address 1 1#6 L l -- (Verification required from Planning Department for new construction) \ City/State ���t_y��^rmb Lam^ Parcel Identification Number O – ��--06 – pap (. gyp( c� ) LEGAL DESCRIPTION Property Location /,, �jt, r /,, Ste., TN - R--E6 _W, Town of Subdivision 1\ rA6 Lot #. Certified Survey Map # , Volume �— , Page # Warranty Deed # qq Volume 2 (� �o , Page # Spec house ❑ yes ❑ no Lot lines identifiable ❑ yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature.failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, journeymanplumber, restrictedplumber or a licensedpumper verifying that (1) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set b the D epartment of y Dep 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 f the three y expiration date. P. C. COLLOVA BUILDERS, INC. 0 /3 / 0-3 SIGNA OF APPLICANT (7 P.O. Box 4842 .O. Box 489 DATE SOMERSET, WISCONSIN 54025 OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owners) of 7 rTde 'bed above, by virtue of a warranty deed recorded in Register of Deeds Office. P. C. COLLOVA BUILDERS, INC. (715) 247 -2742 0 / 3 / 3 SIGNATORE OF APPLICANT P.O. Box 489 DATE SOMERSET, WISCONSIN 54025 « « « « «« Any information that is mis represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** r ' ** 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 r r j Wisconsin Department of Commerce SOIL EVALUATION REPORT Page —L Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County ' 0 include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. / percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information Re ewed Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.14 (1) (m)). Property ner Property Location �J e l av) Govt. Lot �jt 1/4 N 1/4 SZC T3 N R E (or 1�l Property Own Mailing Address Loth Block # 1 1, d. tame or CS # P 10 2 6 C Mv1 Y mec"ipwS City State Zip Code Phone Number ❑City E] Village (A Town Nearest toad rfq 6Partk ( (6s() -0qe C�tv�G✓�� l�(O 1 S�. (�J New Construction Use: 0 Residential / Number of bedrooms !. Code derived design flow rate (- 1 5 - 0 C GPD ❑ Replacement E] � E] Public or commercial - Describe: Parent material / c Flood Plain elevation if applicabl ft. General comments �O Y1 r - .� L 7 '�, 3,0 and recommendations: sy's } -e m e l � - p � 7 O T / _ APR 2 3 2002 � �rrta a o 4416" : 6 QiCo a„ U>- C © Boring # ❑ Boring G OFFICE pit Ground surface elev. q & Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 0-1 QvrI5 S(( ms� r CS m z o -26 o C ( k im 6r 1 2 - (o r C '�, s y 3 Scl w , 6k - 9 Boring # E] Boring ® Pit Ground surface elev. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 +Eff#2 r - o z / z k C f Z -Z ( �� Y " C 2q G 1 C Z 7,S y 3 .5( Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 _< 150 mg/L • Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST � am� C {Pleas Print) �r Si natur 2S3 3Q Number V ll 1 Address `` "Date va uation Conducted Telephone Number 11 '5�0t S1 g o "4,e �Io2S y- G - 2- , Z � 7 40'0 SBD -8330 (1107/00) Property Owner lv e 1 SG Parcel ID # Page of Boring # Boring F ❑ Pit Ground surface elev. q g; 0 _ ft. Depth to limiting factor _— in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 CS - i C �.� � 3 s�1 �K � - � , S • q 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 /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ Boring # Boring Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 -264 -8777. SBD -6330 (R.07 /00) 1 PAGE -? -,OF NAME LOT# LEGAL DESCRIPTION Sw X ItJy i4 ,S ZI 13 0 ,N ,R, l X E(or)� SCALE: 1"= -- I BM 1 ELEVATION 16 G. G BM 1 DESCRIPTION -� P of I Con `{ BM 2 ELEVATION q% yG BM 2 DESCRIPTION L p Of (7o SYSTEM ELEVATION 7 �, - 7O ALTERNATE ELEVATION CONTOUR ELEVATION 9 , 1.ov a � I g3R 7 o CN -2 0 I SIGNA - DATE — — �� 0 S 61 A\ V 2 116 P 0 0 9 • 7 6 466 STATE BAR OF WISCONSIN FORM 11 - 1982 KATHLEEN H. WALSH LAND CONTRACT STG ROIX Co., Ni Individual and Corporate (TO BE USED FOR ALL TRANSACTIONS WHERE OVER RECEIVED FOR RECORD 525,000 IS FINANCED AND IN OTHER NON - CONSUMER Document Number ACT TRANSACTIONS ) 01/21/2003 98245AN EXOPT # CONTRACT, by and between Hillvale - Develoatnent Limited REC FEE: 13.00 Lia bility Partnership, a Minnesota Limited Liability TRANS FEE:. 879.90 pa- tnarchi2r CERT COPY FEE: PAGES: 2 ( "Vendor ", whether one or more) and P. C. Collova Builders, Inc. ( "Purchaser ", whether one or more). Vendor sells and agrees to convey to Recording Area Purchaser, upon the prompt and full performance of this contract by Purchaser, Name and Return Address the following property, together with the rents, profits, fixtures and other appurtenant interests (all called the 'Property "), in St. Croix County, State of Wisconsin: LA 026- 1147 -45 -000 026 - 1147 -04, 026 - 1147 -05, 026-1147 -06, 026 - 1147 -46 -000 026 - 1147 -07, 026 - 1147 -08, 026 - 1147 -09, 026- 1147 -47 -000 026- 1147-101nt026- -1147- -441 Lots 4, 50, 8, 9, 10, 44, 45, 46 and 47, Plat of Richmond Meadows in the Town of Richmond, St. Croix County, Wisconsin. This is not homestead property. 06) (is not) Purchaser agrees to purchase the Property and to pay to Vendor at place Vendor directs the sum of S 293,000.00 in the following manner: (a) $ , at the execution of this Contract; and (b) the balance of S 264,150.00 , together with interest from date hereof on the balance outstanding from time to time at the rate of 10 % percent per annum until paid in full, as follows: Vendor shall release the above lots upon payment as follows: Lot 4 for S26,000.00; Lot 5 for $26,000.00; Lot 6 for S26,000.00; Lot 7 for $28,500.00; Lot 8 for $26,500.00; Lot 9 for 526,500.00; Lot 10 for $26,500.00; Lot 44 for $26,500.00; Lot 45 for $26,500.00; Lot 46 for $27,000.00 and Lot 47 for $27,000.00. Interest shall not accrue until 6 months after the closing of this Contract, or July 20, 2003. The down payment on this Contract shall be a credit to the last lot released. Provided, however, the entire outstanding balance shall be paid in full on or before the 20th day of January , 2004 (the maturity date). Following any default in payment, interest shall accrue at the rate of 10 % per annual on the entire amount in default (which shall include, without limitation, delinquent interest and, upon accelcration or maturity, the entire principal balance). Purchaser, unless excused by Vendor, agrees to pay monthly to Vendor amounts sufficient to pay reasonably antici- pated annual taxes, special assessments, fire and required insurance premiums when due. To the extent received by Vendor, Vendor agrees to apply payments to these obligations when due. Such amounts received by the Vendor for payment of taxes, assessments and insurance will be deposited into an escrow fund or trustee account, but shall not bear interest unless otherwise required by law. Payments shall be applicd first to interest on the unpaid balance at the rate specified and then to princi amount may be prepaid without premium or fee u on rinci al at anytime after day of closing , Xx "j f J 2116P 010 Purchaser promises to pay when due all taxes and assessments levied on the Property or upon Vendor's interest in it and to deliver to Vendor on demand receipts showing such payment. Purchaser shall keep the improvements on the Property insured against loss or damage occasioned by fire, ex- tended coverage perils and such other hazards as Vendor may require, without co- insurance, through insurers approved by Vendor, in the sum of S N/A , but Vendor shall not require coverage in an amount more than the balance owed under this Contract. Purchaser shall pay the insurance premiums when due. The policies shall contain the standard clause in favor of the Vendor's interest and, unless Vendor otherwise agrees in writing, the original of all policies covering the Property shall be deposited with Vendor. Purchaser shall promptly give notice of loss to insurance companies and Vendor. Unless Purchaser and Vendor otherwise agree in writing, insurance proceeds shall be applied to restoration or repair of the Property damaged, provided the Vendor deems the restoration or repair to be economically feasible. Purchaser covenants not to commit waste nor allow waste to be committed on the Property, to keep the Property in good tenantable condition and repair, to keep the Property free from liens superior to the lien of this Contract, and to comply with all laws, ordinances and regulations affecting the Property. Vendor agrees that in case the purchase price with interest and other moneys shall be fully paid and all conditions shall be fully performed at the times and in the manner above specified, Vendor will on demand, execute and deliver to the Purchaser, a Warranty Deed, in fee simple, of the Property, free and clear of all liens and encumbrances, except any liens or encumbrances created by the act or default of Purchaser, and except: Easements, restrictions and rights -of -way of record, if any. Purchaser agrees that time is of the essence and (a) in the event of a default in the payment of any principal or interest which continues for a period of days following the specified due date or (b) in the event of a default in performance of any other obligation of Purchaser which continues for a period of days following written notice thereof by Vendor (delivered personally or mailed by certified mail), then the entire outstanding balance under this contract shall become immediately due and payable in full, at Vendor's option and without notice (which Purchaser hereby waives), and Vendor shall also have the following rights and remedies (subject to any limitations provided by law) in addition to those provided by law or in equity: (i) Vendor may, at his option, terminate this contract and Purchaser's rights, title and interest in the Property and recover the Property back through strict foreclosure with any equity of redemption to be conditioned upon Purchaser's full payment of the entire outstanding balance, with interest thereon from the date of default at the rate in effect on such date and other amounts due hereunder (in which event all amounts previously paid by Purchaser shall be forfeited as liquidated damages for failure to fulfill this Contract and as rental for the Property if purchaser fails to redeem); or (ii) Vendor may sue for specific performance of this Contract to compel immediate and full payment of the entire outstanding balance, with interest thereon at the rate in effect on the date of default and other amounts due hereunder, in which event the Property shall be auctioned at judicial sale and Purchaser shall be liable for any deficiency; or (iii) Vendor may sue at law for the entire unpaid purchase price or any portion thereof; or (iv) Vendor may declare this Contract at an end and remove this Contract as a cloud on title in a quiet -title action if the equitable interest of Purchaser is insignificant; and (v) Vendor may have Purchaser ejected from possession of the Property and have a receiver appointed to collect any rents, issues or profits during the pendency of any action under (i), (ii) or (iv) above. Notwithstanding any oral or written statements or actions of Vendor, an election of any of the foregoing remedies shall only be binding upon Vendor if and when pursued in litigation and all costs and expenses including reasonable attorneys fees of Vendor incurred to enforce any remedy hereunder (whether abated or not) to the extent not prohibited by law and expenses of title evidence shall be added to principal and paid by Purchaser, as in- curred, and shall be included in any judgment. Upon the commencement or during the pendency of any action of foreclosure of this Contract, Purchaser consents to the appointment of a receiver of the Property, including homestead interest, to collect the rents, issues, and profits of the Property during the pendency of such action, and such rents, issues and profits when so collected shall be held and applied as the court shall direct. Purchaser shall not transfer, sell or convey any legal or equitable interest in the Property (by assignment of any of Purchaser's rights under this Contract or by option, long -term lease or in any other way) without the prior written consent of Vendor unless either the outstanding balance payable under this Contract is first paid in full or the interest conveyed is a pledge or assignment of Purchaser's interest under this Contract solely as security for an indebtedness of Purchaser. In the event of any such transfer, sale or conveyance without Vendor's written consent, the entire outstanding balance payable under this Contract shall become immediately due and payable in full, at Vendor's option without notice. Vendor shall make all payments when due under any mortgage outstanding against the Property on the date of this Contract (except for any mortgage granted by Purchaser) or under any note secured thereby, provided Purchaser snakes timely payment of the amounts then due under this Contract. Purchaser may make any such payments directly to the Mortgagee if Vendor fails to do so and all payments so made by Purchaser shall be considered payments made on this Contract. Vendor may waive any default without waiving any other subsequent or prior default of Purchaser. Ali terms of this Contract shall be binding upon and inure to the benefits of the hcirs, legal representatives, successors and assigns of Vendor and Purchaser. (If not an owner of the Property the spouse of Vendor for a valuable consideration joins herein to release homestead rights in the subject Property and agrees to join in the execution of the deed to be made . f(, It'll ment hereof.) Dated this `day of Janaury 2003 Hillvale pevelopment Limited Liability P. C. o Partnership (SEAL) �i.. (SEAL) • By: Richard Nelson, President Vendor " y: P. C. Col ova, President Purchaser _(SEAL) (SEAL) * _Vendor • Purchaser AUTHENTICATION ACKNOWLEDGMENT Signature(s) STAT'OF WISCONSIN ) ) ss. L COUNTY ) authenticated this day of Personally came before me t ' ay of the a bove named Hillvale Development Limited Liability Partnership, a -- Minnesota Limited Liability Partnership, by Richard Nelson " TITLE: MEMBER STATE BAR OF WISCONSIN to known to be the pe ti(s) who executed the foregoing (11' not, i tr n n d ack ow e t s authorized by § 706.06, Wis. Slats.) THIS INSTRUMENT WAS DRAFTED BY �apte YP� .� AA A ttorney Kristina Ogland 0 Hudson, WI 54016 Notary Public C)V County, Wisconsin My Commission is permanent. (If not, state expiration date: neces lures may be authenticated or acknowledged. Both are not � Z_l ) necessary.) ` + • Nantes of persons signing in any capacity should be typed or printed below their signatures. LAND CONTRACT - Individual and Corporate - State Bar a stemin Form No. it - 19a3 Information Professionals Company, Fond du Lac, WI 800 -855 .)21 SEE SHEET 1 I S89'03'50'E 378.104 I I j 4 �4 1 3 6 6213 SgFt I I 1.52 Acres al J I$ M •_ 96C o i I 1 2.2 t S89'03'50'E Q I I 357.60 Z, I g 33' 33' 5 7 I� 65888 SgFt 65389 SgFt I I 1.51 Acres 1.50 Acres M M I S89�03 w 335.96' / pQ Q L .00 100 6 Rp j / k'► �� I 1.83 Acres 0 9 3 33' (V AR.) \ do, Z (WIDTH) 104.79' g ui ~ n 58' S89'2YE i Z N89'58'27 W J N LLI � 602.71 - C3 45 ;N (VAR.) o z 69266 S( (WIDTH) -� �. �(► 1.59 Acr .0o' 46 3 I 118075 SgFt � 2.71 Acres I N � I 's 100' y � 158592 SgFt 0 4 E 3.64 Acres W N Z 5g - 2g�•� ' i �. Q .went ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT No In ■ N ■ ST. CROIX COUNTY GOVERNMENT CENTER - 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (715) 386 -4680 Fax (715) 386 -4686 May 14, 2004 P.C. Collova Builders, Inc. 672 205 Ave Somerset, WI 54025 RE: POWTS Installation Inspection for P. C. Collova Builders, Permit # 430600 Location of Property: St. Croix County, Wisconsin Municipality: Richmond Township Subdivision or Plat: Richmond Meadows Certified Survey Map: N/A Lot Number: 6 Address: 1404 146 Avenue Dear Applicant: A septic inspection of the above referenced property was conducted on 4/23/04. This property is located in the NE 1/4 of NW 1/4, Section 24, T30N, R18W, Lot 6 of Richmond Meadows Subdivision. At the time of the inspection, this Private On -site Wastewater Treatment System ( POWTS) was found to be code compliant for a three (3) bedroom (maximum 6 occupants) 1 -2 family residence. During the inspection, an on -site soil determination was also conducted to verify that the soil application rate used in the POWTS design was appropriate for the soils at system elevation. If you have any question regarding this system, please contact our office at 715.386.4680. mcere , (:;am Quinn Zoning Specialist - r_