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HomeMy WebLinkAbout026-1473-60-200 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division c f INSPECTION REPORT Sanitary Permit No: 430295 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: Marek, Todd I Richmond Township 026- 1473 -60 -200 CST BM Elev: Insp. BM Elev: BM Description: Section Town /Range /Map No: / • 6 t o 25.30.18.387A20 TANK INFORMATION ELtvAtION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic / / Benchmark Dv /O -0 Q, to Dosing LA Alt. BM S T. Aeration �. -- _ Bldg. Sewer � s Holding St/Ht Inlet U 0 TANK SETBACK INFORMATION St/Ht Outlet TANK TO ` P/L f WE L BLDG. Vent t it Intake ROAD Dt Inlet Septic I 1 �� ln� Dt Bottom Dosing H eader / Man. Z Aeration Dist. Pipe pp Holding Bot. System ( 9 (p Final Grade PUMP /SIPHON INFORMATION ar Manufacturer Demand St Cover 3 GPM a U Model Numb - TDH Lift Loss System Head TDH Ft Force main Length Dia. SOIL ABSORPTION SYSTEM - BED/TRENCH Width ' I� Length No. Of enches PIT DI SIONS No. Of Pits Insi e Dia. Liquid Depth DIMENSIONS T / �1 r SETBACK SYSTEM TO P/L BLDG JW ,r LAKE /STREAM LEACHING Man c re,(: INFORMATION CHAMBER OR / ti Typ Of System: 7 Aj UNIT Model Number: � y DISTRIBUTION SYSTEM �►� Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air / Intake Pipe(s) -� I `t 0 Length Dia Length r Dia /r pa mg / - X2 SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded Mulched Depth Over Center t�, Bed /Trench Edges Topsoil F1 Yes (� No T Yes No __ 1 r COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1 q : 1 / 5 /,3 Inspection #2: / / Locatio 1 144th tr t w i +r Parcel No: 25.30.18.387A20 304 S e New Richmond, WI 54017 (S�V„1 /4�W 1 T30N R18W)�NA Lot 4 Q 1.) Alt BM Des ion = 1 2.) Bldg sewer length - amount of cover Plan revision Required? Yes ', No Use other side for additional information. SBD -6710 (R.3/97) Date Insepctor's Signature Cert. No. 1 1 I I I I � by •h�� ���, aQ� (� JJ Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.2 1, Wis. Adm. Co # Jy4 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 14sconsin Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302 [Privacy Law, s. 15.04(1)(m)] (Submit Department of Commerce Submit com leted form to county if not state owned.) Attach complete plans (to the county copy only) for the system, on paper not less than 8 -1/2 x 11 inches in size. County State S ► Permit Number ❑ Check if revision to previous application State Plan I. D. Number 6r10 � r X Permit o2115 I. Application Information - Please Print all Information 1 z s s Location: Property Owner Name Property Location / Property Owner's Mailinb(Address y V , Lot Number Block Numb City, State / Zip Code, CSM Nu l l _.� II. Type of Building: (check one) ❑ City 1 or 2 Family Dwelling - No. of Bedrooms: ❑ Village ❑ Public /Commercial (describe use):_ Town of ❑ State -Owned �`—/ 6 /j/77 d o z G� - Nearest Road /.jro C y>6*AA. Parcel Tax Numbers) _ — III. Type of Permit: (CTieck only one box on line A. Check box on line B if applicab ) A) 1. - ew 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to System System Tank Only Existing System $) Permit Number Date Issued ❑ A Sanitary Permit was previously issued I--V!. Type of POWT System: (Check all that apply) {.Pon- pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dispersal/Treatment Area Information: — 10o t LPA L Design Flow (gpd) 2. Dispersal Area 3. Dispers p Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Propos $?Q, O . ate (Gals. /day /sq. ft.) (Min. /inch Elevation VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks 7 �' ❑ ❑ ❑ ❑ VIII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) Plumber's ature no stamps): MP/MPRS No. Business Phone Number um s Address (Street, City, State, Zip Code) IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater ate D Issued jIssing Agent Signature (No stamps) Approved ❑ Owner Given Initial Adverse Surcharge Fee) 19 Determination $ Z- 0Z 2-m X. Conditions of Approval /Reasons for Disapproval: ' �_ SYSTEM OWNER: 3� Or S►i l o�� � 1 Septic tank, effluent filter and S`rt^^^- S�� i dispersal cell must all be serviced / maintained C as per management plan provided by plumber. c�\ Y 2. All set back requirements must be maintained �nn� �lti�t -�(,aW as per app Ica a co s or inan SBD -6398 (R. 07/00) ft, ft, ` J � Wisconsin Department of commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. e Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must County 'D 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 near roa Please print all information t iewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Propirty Location 44 � _ !� Gov. Lot �� 1/4501/4 Sp T 3o N R E Property Owners Mailing Address � Lot Block # I Subd. Nqme city tae Zip Code Phone Number 13 city ❑ illage To Nearest Road Ck, © ( 0 C New Construction User Residential / Number of bedrooms Code derived design flow rate 4 GPD ❑ Replacement / Public or comme - Des Parent material Flood Plain elevation if applicable ft. General continents and recommendations: r- qol F Boring # 4� Boring ❑ Pit Ground surface elev. e ft. Depth to limiting factor Z j / in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W in. Munseti Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 I 0 to Z ter. o .� - �I- � z • 3 Bo ring # ��� �+ Pit Ground surface elev. Depth to limiting facto in. Soil Application Rate Horizon Depth Dominant Colo Redox Description Texture Structure Consistence Boundary Roots GPD/fl= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff #1 'Eff#2 A9LI �Ov Effluent #1 = BOD > 30 < 220 L and TSS >30 150 /L ' Effluent #2 = BOD < 30 and TSS < 30 � < _ m9 _ m9fl- _ mg1L CST Name ( ` 31s Pnnt) Signature l Address D Evaluation Conducted Telephone Number frr � Property Owner cFr./ � hG� Parcel ID # Page of © Boring # Boring , Kpit Ground surface elev. ft. Depth to limiting factor > e%:;�— in. Soil Appl ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsel Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 / 4,a F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 '042 F Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Sal Application Rate Horizon Depth Dominant Cola 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 >30 150 mg/L • Effluent #2 = BOD 130 mg/L and TSS 1 30 rng/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- 2648777. SBD -8330 (R.07 /00) I i` Soil Test Plot Plan Project Name Todd Marek Byron Bird Jr. Address PO Box 228 NewRichmond Wi. 54017 CS #220527 Lot Subdivision RichmonHills Date 7/28/2003 County CROIX SW 1/4 SW 1/4S T 30 N /R W Townshi Richmo M Boring Q Well PL Property Line# Alt. BM ,BM or VRP Assume Elevation 100 ft.top of white 1" pipe stem Elv. 6 S Y T 1= 92.3T - 2 =92.0 H.R.P. T - 3 =91. T - 4 =91.0 Same as Bm 4 bed House Garage BM alt Drivewa ? �S— 120' a PL g 9'� BI 10 70' 130th ave 15' B3 36' PLOT PLAN PROJECT Todd Marek ADDRESS PO Box 228 NewRichmond Wi. 54017 SW 1/4 SW 1 14s 25 /T 30 N/R 18 W TOWN Richmond COUNTY POLK 8 -15-03 BEDROOM 4 MPRS Byron Bird Jr 2205 DATE CONVENTIONAL XXX t -Grade CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1260 gal LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE o LOAD RATE .7 ABSORPTION AREA 857 # of chambers 28 BENCHMARK V.R.P top of white pipe ASSUME ELEVATION 100' ❑ BOREHOLE O WELL IH.R.P. same as i 11 T-4 :91.0 Tim A- _ Vent SYSTEM ELEVATION � 12 „ T- 1= 92.3T- 2= 92.OT -3 =91.6 . > Standard Leaching Chamber with 31.1 Cov ft ^2 per chamber (' Long 34" Elevation 4 bed House Garage * M - 30' BM \° o st 32 o-k lo 4, a� 120' 50 insula pe p xeef 10' 9 ��/ 5' 1 1 ' 2 4' Cola✓ 1' 70' 130th ave 15' 35' Sot C 1 9 J 1 `1` PLOT PLAN PROJECT Todd Marek ADDRESS PO Box 228 NewRichmond Wi. 54017 SW 1/4 SW 1 /4s 25 /T 30 N/R 18 W TOWN Richmond COUNTY POLK 8 -15 -03 BEDROOM 4 MPRS Byron Bird Jr. 2205 DATE CONVENTIONAL XXX t - Grade CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1260 gal LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE a LOAD RATE .7 ABSORPTION AREA 857 # of chambers 28 IL BENCHMARK V.R.P top of white pipe ASSUME ELEVATION 100' ❑ BOREHOLE (DWELL ©.R.p. sameasBM T-4 --91.0 A- Vent SYSTEM ELEVATION T- 1= 92.3T- 2 92.OT -3 =91.6 .4144- >12" Standard Leaching C Chamber with 31.1 Cove ft ^2 per chamber 6 ' Long 34" Elevation 4 bed House Garage Bm 30' Drivewa �BM St US 120' 1 _ vv � � 50 1_ Ali 94 9 O ob pipe PL insulate 10' 95' B 1 10' 2 1 ' 70' 130th ave 15' B3 35' 36' POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of FILE INFORMATION SYSTEM SPECIFICATIONS Owner Septic Tank Capacity p a l ❑ NA Permit # 30 ZGr Septic Tank Manufacturer �..e 7� ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer l ❑ NA Number of Bedrooms ❑ NA Effluent Filter Model �e-o ❑ NA Number of Public Facility Units ❑ NA Pump Tank Capacity a l ❑ NA Estimated flow (average) G9-Q gal /da Pump Tank Manufacturer ❑ NA Design flow (peak), (Estimated x 1.5) al /day Pump Manufacturer ❑ NA Sail Application Rate al /day /ft' Pump Model ❑ NA Standard Influent /Effluent Quality Monthly average* Pretreatment Unit ❑ NA Fats, Oil & Grease (FOG) 530 mg /L and /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand IBOD _ <220 mg /L ❑ NA ❑Mechanical Aeration ❑Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BOD :530 mg /L In- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L ❑ NA ❑ At -Grade ❑ Mound Fecal Coliform (geometric mean) :!OW cfu /100ml ❑ Drip -tine ❑ Other: Maximum Effluent Particle Size Y in dia. ❑ NA Other: ❑ NA Other: ❑ NA Other: ❑ NA * Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: 3 ❑ earl I(s) (Maximum 3 years) ❑ NA Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA Inspect dispersal cell ye s) At least once every: ❑ mo (s) ) (Maximum 3 years) ❑ NA Clean effluent filter At least once every: month(s) ❑ NA year(s) Inspect pump, pump controls &alarm At least once every: ❑ month(s) ❑ NA ❑ year(s) Flush laterals and pressure test At least once every: ❑ month(s) ❑ NA ❑ year(s) Other: At least once every: ❑ month(s) ❑ NA ❑ year(s) Other: ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (4/01) Page of START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tanks) for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: • A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. • A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. The ' e has t een ev ad to i ntif a suita r lacem ea. U o fai re of e P WTS a oil nd si val ti nor St be erfo ed o loc e a s itable place ant ea. no re acem nt a a is av ilable hold g nk a be installed as a t resort place th fail POWT . ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name Name Phone Phone ::;Z� SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name y , Name I I E Phone Phone This document was drafted in compliance with chapter Comm 83.22(2)(b)(1)(d) &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer 6 ar� Y Mailing Address aZ e Q� Property Address (Verification required from Planning Department for new construction) City /State Parcel Identification Number G o2 4-- Ga 7,r- Y40 — 1 0 0 © — l ©"13 — (pp— Zoa LEGAL DESCRIPTION Property Location %., - V4, Sec. ' T Y6 N -R 16 W, Town of � Subdivision O[ c �� l �� . Lot # Certified Survey Map # �� , Volume Page # pd Warranty Deed # 7 3-37 e . Volume oZ5 q 7 , Page # ; Z- - >' Spec house /5� yes ❑ no Lot lines identifiable0 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 master plumber. journeyman plumber, restricted plumber or a li cense d p verifying that (1) the on -site wastewater disposal system and/or after inspection and if necessary), n 1/3 full of sludge. is in proper operating condition an 2 () mspec P�PmB � �', the septic tank is less than. ) Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three on e. / /�S % 4 SI4 3NA OF APPL16ANt DATE OWNER CERTIFICATION 1(we) certify that statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owners) of the property d 'bed a virtue a warranty deed recorded in Register of Deeds Office. SIGNAT OF AP LICANT DATE « « « « «« A information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department.""" I * 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 I W of Industry, Pa e 1 Of 3 l" f and Human Relations SOIL AND SITE E V A �r11 T g — D,!vision of Safety 8 Buildings in accord with ILHR r�3.05 j'WIS AJ�fC,1. de COUNTY St. Croix es in. size. Plan nvJst Attach complete clude ' ut lets site Ian on paper not less than 8 1/2 x 11 inch n P PP P L CEL I.D. # not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or dimensioned, north arrow, and location and distance to nearest road. �,'` pending IEWED BY DATE APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION. w: PROPERTY OWNER: PROPERTY LOCATION, R J C Develo ent Inc. GOVT. LOT SE tt4 SW 1/4,S25 T 30 N,R 18 j (or) W PROPERTY OWNERS MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # 1868 CTH, "C" 4 na csm CITY, STATE ZIP CODE PHONE NUMBER ❑CITY [ (MOWN NEAREST ROAD Somerset, WI. 54025 (715) 247 -5721 130th. Ave. [x] New Construction Use (x] Residential / Number of bedrooms 4 ] Addition to existing building [ ] Replacement [ ] Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate .4 bed, gpd /ft .5 trench, gpd/ft Absorption area required 500 bed, ft 500 trench, ft Maximum design loading rate —_ bed, gpd /0 5_ trench, gpd/ft Recommended infiltration surface elevation(s) _ 100-10 ft (as referred to site plan benchmark) Additional design / site considerations system el based on contour line of e1 99 10 Parent material glacial drift Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL I MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable for system ❑S ]U L21S ❑U ❑S ®U i7S ❑U El ®U El ®U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Roots GPD /ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench .................. 1 0 -10 10yr2 /2 none 1 2msbk mfr gw if .5 .6 ._.....1._`__ 2 10 -21 10yr4/4 none sicl 2msbk mfr gw if .4 .5 Ground 3 21 -43 7.5yr4/4 none scl 2msbk mfr gw na .4 .5 elev. 4 43 -53 7.5yr4/6 none sl 2msbk mvfr yw na .5 .6 9 9.7 ft. Depthto 5 53 -75 5yr4/4 c2d 7.5yr5/6 scl M na na na np .2 limiting factor 53" Remarks: Boring # 1 0 -10 10yr2 /2 none 1 2msbk mfr yw if .5 .6 >2 2 10 -25 10yr4 /4 none sicl 2msbk mfr gw if .4 .5 3 25 -39 7.5yr4/4 none sl 2msbk mfr yw na .5 .6 Ground elev. 4 39 -70 5yr4/4 c2d 7.5yr5/8 of s M na na na .4 `.5 9 9.7 ft. Depth to limiting factor 39" Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200th. A 4, New Richmond WI 54017 Signature: Date: 5_4 -2000 CST Number: m02298 PROPERTY OWNER RJC Development, I ncSOIL DESCRIPTION REPORT Page? of 3 PARCEL I.D. te _pending "It Boring # Horizon Depth Dominant Color Mottles Texture Structure ��� , Roots GPD /ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed JTrench « 1 0 -10 10yr2 /2 none 1 2msbk mfr cs if .5 .6 ;`- .3..... 2 10 -26 10yr4 /4 none sicl 2msbk mfr gw if .4 .5 Ground Y r4/4 none sl 2msbk mfr gw na .5 .6 .•... 3 26 -42 7.5 v ee . 9 6.9 ft. 4 42 -80 7.5yr4/6 none fs Osg mvfr na na .5 .6 Depth to limiting factor +80 Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # 4 {v Ground elev. ft. Depth to limiting factor Remarks: Boring # .�a \. Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) STEEL'S SOIL SERVICE Gary L. Steel RJC Development, Inc. 1554 200th Ave. CSTM2298 SE4SW4 S25- T30N -R18W New Richmond, WI 54017 MPRSW -3254 town of Richmond (715) 246 -6200 lot #4 -csm N 1 =40' BM.= top of 1" pvc pipe C el. 100.00 Alt. BM.= top of 1 pvc pipe @ el. 96.70 �I 1 Gary L. Steel 5 -4 -2000 2 3 9 7 P 2 6 5 733795 STATE BAR OF WISCONSIN FORM 2 - 1999 KATHLEEN H. WALSH Document Number WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO., MI This Deed, made between RJC Development. Inc., a Wisconsin RECEIVED FOR RECORD Cor r 08/05/2003 09:30AH Grantor, and Todd Marek *tee. Gran a consideration, conveys and warrants to Grantee WARRANTY DEED the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): REC FEE: 11.00 Part of the SWI14 of SW1 /4 and part of the NWI /4 of SWI /4, all in COPYSFEE: 178.20 Section 25, Township 30 North, Range 18 West, St. Croix County, CC FEE: Wisconsin, described as follows: Lot 1 of Certified Survey Man-filed PAGES: 1 July 19, 2000, in Vol. 14, Page 3900, Doc. No. 626685, of Certified Survey Map filed July 19, 2000, in Vol. 1 4, P age 3901 Doc. No. 626 Recording Area Name andJ;ttuONTA OGLAND ATTORNEY AT LAW P.O. BOX 359 HUDSON, WI 54016 026 - 1073 - 40-100 026- 1073 -60-20 Parcel Identification Nu This is not homestead property (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this day of August 2003 RJC Development, Inc. AUTHENTICATION ACKNOWLEDGMENT Signature(s) RJC Devel opment, Inc., a Wis consin Corpo ration STATE OF ) by ) ss. County ) authent'cate day of Aug ust Personally came before me this day of Kristi O an the above named i TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Slats.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Atto rney Kristina Ogland —_ Huds W I 54016 Notary Public, State of _ My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) ) * Names of persons signing in any capacity must be typed or printed below their signature. tnformation Professionals Co., Fond du Lac, Wt STATE BAR OF WISCONSIN 800 -655 -2021 WARRANTY DEED FORM No. 2 - 1999 v R ALD F. �} • �t �j JOHNSON ' FILED AMERY, JUL 1 9 2000 o. 4 Y WIS. L f � KATHLEEN H.WALSH 62bb8 ;. pP Register of Deeds -v �' 4 • �� St. Croix Co., WI '�'' % �;UERTIFI S VEY MAP Located in part of the Southeast Quarter of the tQuarter of Section 25, Township 30 North, Range 18 West, Town of Richmond, St. Croix County, Wisconsin. Prepared for and at the request of: OWNER: R. ��\ RJC Development, Inc W 1868 C.T.H. "C" �$ \ Somerset, WI 54025 to r � to Drafted by Ty R. 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