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HomeMy WebLinkAbout026-1130-13-000 .meet of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix irtg Di. , INSPECTION REPORT Sanitary Permit No: 420432 0 AL INFORMATION (ATTACH TO PERMIT) State Plan ID No: iformation you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. .older's Name: City Village X Township Parcel Tax No: ar, Sam I Richmond Township 026- 1130 -13 -000 BM Elev: Insp. BM Elev: IBM Descriptio ,'ANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic A Benchmark r Dosing W � � ` � �I Alt. BM a • (� qb I t .2 Aeration Bldg. Sewer l3• L 9 � +$'` � Holding St/Ht Inlet /3•mo 9 /•Zs St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet ZY` Septic � / t (� 2 Dt BoHIIrtT Dosing t ( t( i / Header /Man. Aeration Dist. Pipe Holding - Bot. Syst m QG + T PUMP /SIPHON INFORMATION Final Grade .(P Manufacturer Demand St Cover p + GPM �' 42 /,s 3 Model Number G p• Lift Friction Loss System Head TDH Ft S .t� l •93 Io • t► Forcemain Lengt , r JY +/ Dist. to Well SOIL ABSORPTI `-�' SYSTEM ( 3 BED/TRENCH Width Length / No. Of Trenc es PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS. ZS R SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION Type Of System: CHAMBER OR O D P F4ASE4 • UNIT Model Number: 11 • O N DISTRIBUTION YSTEM Header /Ma ' Distribution Ix Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing J 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 Bed/Trench Edges Topsoil Yes [� No j Yes No 1 4 [01 COMMENTS: (In I d cod screpencies, persons present, etc.) Inspection #1: /L/ O Z-- Inspection #2: `— r'� Z" a -1GW 2 �tk, Location: 1407 138th Ave New Richmond, WI 54017 (SW 114 NW 1/4 25 T30N R18W) Red Pine �t1Ct1BLl.e Parcel No: 25.30.18.873 1.) Alt BM Description 0 �'`' �� < ^ x"� .7 Sy 2.) Bldg sewer length = It i6tv, 1 - amount of cover = U (� rr• L� W - - - - - -- -- -- ... — - -- �• - - an revision Required? Yes > I 1 Use other side for additional information. t S D- 710 (R /97) g Date ;'� In tors are Cent. No 3� � r`" IN _06 I `�`C,! u�� / r �^°" - o•• Io /- ic /o ) ermit Application Safety & Buildings Division In accord with Comm 83.2 1, Wis. Adm. Code 201 W. Washington Ave. rr See reverse side for instructions for completing this application PO Box 7302 • _ rJ�Ca�J�lh Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302 Qepertment of Commerce (Privacy Law, s. 15.04(1)(m)) (Submit completed form to county if not state owned. Attach com letc plans to the county copy onl r the system, on paper not less than 8 -1/2 x l I inches in size. County, State Sani Pe 't um' r Check if revision to previous application Slate Plan 1. D. Number 4 • 1C 3 Location: AaA I. A lication Information - Please Print all Information Property Owner Name Property Location S 1/4 N S --j T N. R V E O property Owner's Mailing Address Lot Number Block Number 3 1 City, State Zip Code Phone Number Subdivision Name or CSM Number 14 U -0-5 , C, (4) 1 s �o � � 3 g� Z7� RED P��� ❑ city II. Type of Building: (check one) // �� ❑ Village ❑ 1 or 2 Family Dwelling -No. of Bedrooms: L S$ L /• - Town of /G�C�/ D x ❑ Public/Commercial (describe use):_ ❑ State -Owned Nearest Road 139 4%1 yt >� Parcel Tax Number(s) O Z6 .11 30 '/3. Cbv III. T e of Permit: Check only s one box online A. Check box on line B if a licable 5 Addition to A) ) I. ❑ New 2. ❑ Replacement 3. ❑ Replacement of 4. 6, E ❑ Add S stem S stem System Tank Only Date ssue B Permit Nu r� t O O 1 5107 , — A Sanitary Permit w previously issued IV. Type of POWT System: (Check all that apply) ❑ Sand Filter ❑ Constructed Wetland ❑ Non pressurizcd In ground ❑ Mound Pressurized In- ground LF404' ❑ 1lolding Tank ❑Single Pass ❑Drip Line ❑ At - rode ❑ Aerobic Treatment Unit ❑ Recirculatin ❑ Other: V. Dis ersal/Treatment Area Information: 1. Design Flow (gpd) 2. Disper rm sal A 3. Dispersal Area 4. Soil Application 5. Percolation Kate 6. System Elevation rode Elevation F- Required Proposed S Rate (GalsJday /sq. ft.) (Mi^n /inch) 7 9 -7 9,o , VII. Tank Capacity in Total # of Manufacturer Pref .b Site Steel Fi ass Plastic Gallons Gallons Tanks Con Con- g Information — Crete structed New Existing Tanks Tanks _�� 06-so °DO GtJ E 1 S � r X ❑ �00 ❑ ❑ zA gtE L A 10' : ; LT_ VIII. Responsibility Statement 1, the und&signed, a ssume res onsibili for installation of the POINTS shown on the attached pl ans. pLLtiness Phone Number Plumixes Name Uvint) Plum pr's Signatu4(nostam tQ No. a K� L W ZS— Ptunlixes Address (Street, City, State, Zip Code) (0? © l� uT� �� so 1X. County /Department Use Only C3 Disapproved Sanitary Permit F (Includes Groundwater Date Issued I suin Agent Signat (No stamps) Approved ❑Owner Given Initial Adverse Surcharge Fcr) 1.0 -g — 2- JJU Determination sons o proval X. Conditions of � Rea F r Disa „ /I nw�s� 0." � is `�� &r0A1 %%t GO1xJtplC � - �� �ts ►� Gem -�e�S � u�.t� °`1'1�°'cr2 � o-„ r � � CL Oo St /c b 4,C a� X ..�o r ' Milo �_ ��� ��`���� � a `t 'K � is �, 5�P .. f ,�" , �r f , ���s* �r � �`•x y fy fr�r� F f, r : K .,� + Pump Chamber Calculations 1. Force Main: 2 11 Diameter 94' Length — 30.00 gal. /min. .Flow rate i' 1~riction loss (4)(2.OSft./100ft.) =1.93 ft. 2. Total dynamic head: Min. supply pressure. 0.00' Vertical lift 8.58' friction loss 1.93' Total dynamic head = 10.51' 3. Pump selection: Manufacturer. - Zoeller Model number: 98 e re quired: 30.00 r e rat � m discharge um d �1 minimum DH har e 60.0 m 10 � Pump will discharg $p @ .51 T C Dose chamber: � Manufacturer & capacity: nc rete 1000/600 combination ST / PC - • Wieser co ci - 3 6 00 0) 16 76 Z ^! l. l) j liquid depth:" /ih ( 603 36 a actua _ Sizing: __ A) One dayholding,capacity , 17.95 " = 300.79 aal. B) Alarm setting: 2.00" = 23.64 gal. . Q Dose volume + flow back: 5 55" = 93.07 dal. (400ga1./4 doses per day) + (.164)(130') = 121.32 gal. min. I D) Reserve storage: 10 50" = 175.98 gal. TOTAL 36.0" = 603.36 gal. P. . f Dose Tank Information Locking cover withwarning label and locking device and sealed watertight Electrical as. per NEC and -► Comm 16.28 WAC,; Disconnect 4 in. min. . Tank component is properly vented A F--,= Altemate outlet location Forcemam diameter ' Wieser Concrete Manufacturer 2 In: Ca aci 603.36 Gallons - Volume 16.76 gal /inch '°` Weep hole or anti - Dimension Inches Gallons B ; 1 siphon device A 17.95 300.79 B 2.00 33.52 C Pump off elevation (ft) C 5.55 93.07 88.24 D 1 10.50 175.98 D Total 1 36.001 603.36 Dose tank elevation (ft) 3" Bedding un 2r tank: 87.36 Alarm Manuafacturer Level _ Alarm Model Number DLV Pump Manufacturer JZoeller Pump Model Number 198 '�. -� HEAD /CAPACITY CURVE � N 1- 5 W �' LL HEAD CAPACITY CURVE EFFLUENT MODELS j TOTAL DYNAMIC HEAD /CAPACITY PER MINUTE EFFLUENT AND DEWATERING a>66 �= SERIES 67-W 97 94 137.139 lot 16J 166 166 lee lu 1W I - - 7T. W: GaL L94 O.I. Lt1 G.L Ln G.J, Lan GaL :Lin " La1' Gal. Ln. OM Ln. 01 L". Gal. U., Ga U4. 1.62` 4J '163 56 212 72 273 .^0 104 344 106 ,401 61 201 61 701 64 2 166 667 sw $77 10 3.06 34 128 46 174 61 ''231 79 500 100 471 61 231 61 251- 69 22D IQ 660 161 677 16 ..4.67 19 72 36 135 45 170 61 242 DI 544: 60 g27: 00 227 64 220 It2 6.67 146 549 20 610'. 16 ''67 -r 25 W 36 1,36. 92 .310: 69 223 60 .221 61 227 156 611 140 6.k1 26 7,62 1 30.. 74 :21� 67 2161 69 :225. 61 220 121 44.1 11) b33 _._ ._1 - 30 :.AI4: 66 ,206' f1 22D 1w M .220 121 467 127 471 _ ?. 40 1219. 46 171 46 17g. 66 276 40 21.1 I U 2ZO 106 397 186 60 62i, 21 W. 33 125 61 19j. 64, :219 da 720 90 341 too 60 14.79 16 67 43 1 /1�. 36 .:'.136 da 220 71 26D IS 3Z " -' - - 70 - -21.51 30 1113 10 '.'11 62 197 61 .193 10 2661 165 W ...24,J6 I/ 63 46 1791 26 101 S, 2 . , 32 121 2 1 31 u' 100 'Sd W' t1 W z, n ' - 1 63 1 I10 ' 3200 i 26 1 L-k Va9r4 19.26' 25.76' ?T 26' 6a' M' 17' 73' 116 Dl' ni EFFLUENT & DEWATERING 165 Warning: Model 185 should not be subjected to less _i than 30 feet TDH. 189 Note: For Head Capacity on Model 112, industrial -- column- explosion proof pump, see FM 219. 161 188 D 6 98 'C• -� 5 55, 7,59 13 139 SEWAGE'& DEWATERING 1 "°� ALL "s __''c � ,� 3� ±0 50 0 )0 Bo 90 loo 110 120 "C' ,;o „a 16o - WARNING: Model 293 should not be subjected LITERS BU 160 210 320 400 .80 560 640 to less than 15 feet TDH. r w 24 Bo I TOTAL DYNAMIP HEAD /CAPACITY PER MINUTE i 75 SEWAGE AND DEWATERING 21 SERIES 262 766 267 261 212 2H 292 292 294 295 70 fT. M Gal. Llrs Gal Lilt. GU. Ur1. G11. Llrtr Gal. Un. G11. Urs. Gal. L01. G11, Lill, Cal Lill I Lill 5 1.52 90 341 128 484 126 464 128 484 130 192 t80 861 140 530 1% 142 225 852 T 65 10 7.05 60 227 . 89 337 88 537 89 337 95 360 158 598 121 469 181 685 205 776 IS 4.57 22.5 85 50 189 50 189 50 189 63 238 135 511 106 401 130 492 165 625 166 700 18 60 20 6.10 10 38 10 36 10 38 33 125 106 401 N 333 n9 itw 150 $68 166 636 25 7.162 76 288 68 257 106 401 136 $15 1$3 se n 30 9.14 55 17.19 43 163 47 178 90 740 121 158 140 530 10 -� 16 5 19 50 189 94 356 _ _1_5_.35 50 15 ]4 89 371 ' S - T - 60 18.29 -- � - t3 49 SS 227 7 70 2t.34 l4 .� 25 95 IS - -�-- Loct Vllra IB' 21.5' 2L5' 21.5' 26' 75' 42' S0' 62 17' 12 T 40 35 10 30 6 297 25' - I 6 - 20 - 1$ 4 - 282 t0 2 12 2e2 266, 267, 268 264 Z94 295 0 GALLONS 10 20 30 40 50 60 70 B0 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 ' -- �T - - -- - - -- LITEAS 0 BO 160 240 3 400 480 560 640 720 800 8Bo it Safety and Buildino DIvi ion ' 201 W. Washington Ave., P.O. Boa 716.2 N *isconsin , WI 33707 -7162 oo .3� ,y y m efee Permit Number De art ant of Com s an i tary Sanitary permit Application c.� Cb�k - � v � Z information you provide ❑ if Revisor 10 aocad w i l l Comm 53.21. Wis. Adm. Code, peraooal ' >m be used P� prM for y All E C E I1/ E D Pri l.aw 615. 1 m Staw pun I.D. Number t Int L Appic�a bdaemstbn - pared Number psapeeq► Owsses Names , b Z G► - 1 / }IM-i S P 2 3 2a� Location X 813 propem p mpmty ol Maft Addnas ST. CROIX COUNTY .5 Gv'A A/b/Iyt• S �. ST�v N R i E p Lot Number 3 aortic Number zip �'' Subdivision Name CSM Number �40 3V IL Tate of BWlftg (�.n that apps) i y S �` 1 ❑City FA or 2 Auaft Des - Numb ms Number of Bedroom - Ov ❑ iL n4 owned u � S etuest Road J / X � ° / l � �� � �2S N � � V . 0 slrua 1 Sterne for io )• Complete line B U applkable) III. Type of Permits (Check o O°e box A (ntrmberbrg A. 1 ❑ New 2 ❑ Sy� 3 of 6 ❑ Addition or County on ` foam Tor Date Issued `� c B. ❑ Check if Swi sty permit hwkpk* 1so" permit r IV. of Permit: (Check all that apply)(n�ng 4 f ternal tine) � �� ❑Sand Filter SO ❑ Co 44 _ j.Grbq 21 0 Moun presauixed Ia-0ronnd L �' " " 10 Holding Talc ❑ Single Pass 22 31 ❑ 45 ❑ AtaGrrde 46 ❑Aerobic 4 Rec V. Bill Area Informa$ ono it Applica ' Perco n stem Elevation Final G De•� �) "�°' �ed Area Elev�ion Required Rate(Gals./Days/Sq.FL) 1 � o� / o °n / goer sin teal i Plastic VL Talc btto C � ist Tool Number �OCrete Co s Of Tama New Baiados Taub Taab .� T" O 0 w bill tatem the undersigned, ilih for installation of Phone umber VII. MPIMPRS Number Q plumber (P s Nam phrmbeis S . )1, Pivmber: Address (street. City. Staoa, tip Code) VIII. Corm /De ent Use O Sanitary permit Fee (' Dad Issued Issuing Agent Signature (No Stamps) Approved ❑ Disapproved Surcharge ) ❑ Owner Given in" Adverse Dearmimtion �'�' iii"" \ Dew Disap roval EL Cootiitioos ApprovaU 3 S sue^^ "A LL Lei Ast.ri easaptata � (w tin c� ealy) for the apta. rww •at le. ti.. •1n :11 raeies Y she SRn -6398 (R. 05 /01) i 3 .', }° A « �► ., �, .� �. �► .'� }" ,� .�, "�� .. .' �� 1 e, a 3 , �oqd 4 1 I r I � L f 1 � � taT /, • 1 o /_ J D o, 0 0 . a U SAL r ^r ►/ - � /to' "� is f o Fy To �" 3 � a 1 � ,i 3 k S-a •�'rll�c,�, {� k 3 9 -Ta g ,x I 've X � 3� 1 7 Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567 -P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number Number of Bedrooms 3 Design Flow - Peak (gpd) Estimated Flow - Average (gpd) Septic Tank Capacity (gal) od Soil Absorption Component Size (W) Z it Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Component Soil Absorption Com Septic Tank Component p p Design Flow - Peak (gpd) 2 - Maximum Influent Particle Size (in) S ors 1/8 Maximum BOD (mg /L) 220 Maximum TSS (mg /L) 150 Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the se gpli and outlet filter shall be assessed at least once every 3 years by inspection. T e outlet filteO shal be c leaned as nec essary to ensAge -?� proper operation. The filter cartridge should not be removed unless provisions are made to - retain solids in the tank that may slough off the filter when removed from its enclosure. If the �I Management Plan for a Septic Tank and Soil Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 113 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm, 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 J Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep- rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. r T h i s s Q S.-� •►. �o�_Bc� T a- f119 Z a ZO .� ; h 3 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer �'Ya /�7 / L 4- A; le— Mailing Address OX H40 � 3 rt' W ' 4r V0 f ,� Property Address y (Verification required from Planning Department for new construction) City/State M W It # e (� "` '�' t1 Parcel Identification Number L EGAL DESCRIPTION S w 1/, N U) 1 /,, Sec. jZ , T 3 `� N -R� Town of Property Location , ,%bdivision 5 4 I tA F- Ca l7—lu , Lot # Certified Survey Map # ( (4 / , Volume , Page # Warranty Deed # 2- 3 , Volume t7 qs P Page # Spec house 7yes O no Lot lines identifrableoe 13 no SySTFM MAIN'T'ENANCE 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 licensed pumper verifying that (1) the on -site wastewater disposal 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 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 e ear ex iration Aatc. n / ?°/ 0? ATURE O APPLICANT DATE •=: W- NER CERTIFICATION +: . 1(we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of C d e, i e of a warranty deed recorded in Register of Deeds Office. C � � lZo /ate A P APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department.*** ** Include with this application: a stamped warranty deed from the Register of Deeds office 1 .a copy of the certified survey map if reference is made in the warranty deed 1 _ r 1583 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings d (9 � i 8 -r) z- A.C.E. Sal &Site Evaluations accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. 026- 1130 -13 -000 Please f prin .�f nonpggon. # f - . � .. Reviewed By Date Personal information you provide may be ised for wcondarypurposes (Pdvaoy Law, s. 15.04 (1) (m)). Property Owner 'Property Location Miller, Sam Govt. Lot SW 1/4 NW 1/4 S 25 T 30 N R 18 W Property Owner's Mailing Address ; J La # Block # ubd. Name or CSM# P.O. Box 151 13 Red Pine Corner Number J City J village Town Nearest Road City StateI�Code Phone _..___. _.... Hudson WI 54016 (715) 386 -2769 Richmond 1407 138Th Ave. 16 New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Glacial till. Flood plain elevation, if applicable na General comments and recommendations: Install three trenches at 96.00' using 39 leaching chambers. Dosing req'd to reach system area. Replacement area requires mound system as identified by Gary Steel 11/15/00. Boring # I Boring 0 Pit Ground Surface elev. 98.62 ft. Depth to limiting factor >93" in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /111 *Eff#1 *Eff#2 1 0 -12 1Oyr4 /3 none sl 2fsbk mvfr cs 2f,lm 0.5 0.9 2 12 -27 7.5yr4/6 none sl 2msbk mfr gw 1 f,vf 0.5 0.9 3 27 -58 7.5yr4/4 none sl 2msbk mfr gw - 0.5 0.9 4 58 -75 7.5yr4/4 none sl 1 m &csbk mfr gw - 0.4 0.6 5 75 -93 7.5yr4/4 none sl Om mfr - - 0.3 0.5 -d 3t.�f ❑ Boring # I Boring Pit Ground Surface elev. 98.13 ft. Depth to limiting factor 65" n. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtft' *Eff#1 *Eff#2 1 0 -12 1Oyr4/3 none sl 2fsbk mvfr cs 2f,1m 0.5 0.9 2 12 -24 7.5yr4/6 none sicl 2msbk mfr gw 1 f,vf 0.4 0.6 3 24-65 7.5yr4/4 none sl 2msbk mfr gw - 0.5 0.9 4 �,5-90 7.5yr4/4 f2f 7.5yr5/8 sl 1 m &csbk mfr gw - 0.4 0.6 5 90 -102 7.5yr4/4 f2f 7.5yr5/8 sl Om mfr - - 0.3 0.5 I * Effluent #1 = BOD 5 > 30 < 220 m91L and TSS >4< 150 mg/L = BOD < 30 mg/L and TSS <30 mglL CST Name (Please Print) Signat e: CST Number James K. Thompson t 3602 Address A.C.E. Soil & Site Evaluations D e Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 9/11/02 715- 248 -7767 f property owner ' Miller, Sam Parcel ID # 026 - 1130 -13 -000 Page 2 of 3 ❑ J $ Boring # Boring 01 Pit Ground Surface elev. 97.17 ft. Depth to limiting factor 58" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GpDff *Eff#1 *Eff#2 1 0 -11 1Oyr4/2 none sil 2fsbk mvfr cs 2f,1m 0.5 0.8 2 11 -24 1Oyr5/4 none sicl 2msbk mfr gw 1f,vf 0.4 0.6 3 24 -58 7.5yr4/4 none sl 2msbk mfr gw - 0.5 0.9 4 58 -88 7.5yr4/4 f2f 7.5yr5/8 sl 1 m &csbk mfr gw - 0.4 0.6 5 88 -111 7.5yr4/4 f2f 7.5yr5/8 sl O m mfr - - 0.3 0.5 `F- o ❑ Boring # Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 2 *Eff#1 *Eff#2 F-1 Boring # I Boring j Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 2 *Eff#1 *Eff#2 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608- 264 -8777. P sa3 � Soy / eva /a a �o� �o�'f Ca,^r See I i i /is /� � E /edaE•�o� 1� let 13 We_& Sea. l�r�e Cor�J�' 3e.r►c..l; YYin. : To off' /off a \ IM 8 3 s 8 2 5ta,t'e. Elect = 9G. 28' ., 4Cl- Lost s • ��`C y ' r � Lo'f, 3S ` C pq 3 0-x.3 i !� r BioDff fuser Specifications ChLftm HW i • .-_ w. w■ w w .�.�..w w w ww �� w �� .� �. ww En OeW 4' Knockout Universal End Cap Chamber 11" Stan• 14" High Capac Av ailable Dimensions dard Capacity ��; . ,• «� � � .rte �� .ryllw, � � ,j'1` ,� °iii ° 4►}r . ' �. ` �.� � � .,. Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 _ of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must C ro i x include but not limited to: vertical and horizontal refe ' t BM , direction and Parcel I.D. percent slope, scale or dimensions, north arro, r1d . cation a (' tance to nearest road. pending Please print Phfarrnation. R viewed by Date Personal information you provide may be u �jo�)tecond, p 6se rivac ,4 ,, .15.04 (t) (m)). Property Owner - � perty Location Oakwood Land DevelO t i ', 6 . Lot SW 1/4 NW 1/4 S25 T 30 N R 18 (or) W Property Owner's Mailing Address y o # Block # Subd. Name or CSM# 1611 Hwy #10 N.E. 'rr 3 na Red Pine Corner City State Zip Code: Phor) < „f rif:FICE City ❑ Village EkTown Nearest Road Spring Lake P k, 55432 . , x,612) 780-4W,, Richmond 140th ST. [.;a New Construction Use: Ixa Residential / Numbelwfhedrno s "� 4 Code derived design flow rate 600 GPD ❑ Replacement . ❑ Public or commercial - Describe: Parent material glacial rlri fi- Flood Plain elevation if applicable na ft. General comments and recommendations: mound @ el. 100.40', based on contour line of el. 99.40' F1 -1 Boring # Boring 99.90 40 [ surface elev. ft. Depth to limiting factor_ in. pit Ground Soil A plicationRate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fY in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 - Eff#2 1 0 -8 10 3/3 none L 2msbk mfr cs 2f .5 .8 2 8 -17 7.5 4/4 none sicl 2msbk mfr gW if .4 .6 _ sl 2msbk mvfr qw na •5 •9 4 40-80 5yr 4/4 f3d7.5 5/8 scl M na Ina na .0 .0 F Boring # I�n Boring 99.90 47 )iLJ 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 I - Eff#2 1 0 -11 10 3/3 none L 2msbk mfr gW 2f .5 10 4/4 none sicl 2msbk mfr gW if .4 .6 26 -47 7 5 4/6 none is osg mvfr gw na •7 1.2 4 47 -70 7.5 4/4 c2d7.5 5/6 sl M na na na •3 .5 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg /L Ouent #2 = B 5 30 mg/L and TSS 5 30 mg/L CST Name (Please Print) Signature . CST Number Gary L. Steel 02298 Address -bare E luatio Conducted Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 11-15-2000 715 - 246 -6200 e Property Owner OakWOOd Land De V elO pment Parcel ID # pending Page 2 of 3 5 Boring # ❑ Boring Pit Ground surface elev. 98.60 ft. Depth to limiting factor 57 �. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 -9 1 0 2 2 none L 2msbk mfr gw 2f .5 .8 4 6 3 22 -57 7.5 4/4 none sl 2msbk mvfr qw na .5 .9 4 57 -84 7.5 4/4 f2d7.5 5/6 sl /ms M na na na .3 .5 F-1 Ong # El 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/fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ Boring # ❑ Boring El 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/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 Effluent #1 = BOD > 30 220 mg/L and TSS >30 E 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS 5 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 -8330 (86/00) STEEL'S SOIL SERVICE Gary L. Steel Oakwood Land Development 1554 200th Ave. CSTM2298 SW4NW4 S25- T30N - R18W New Richmond, WI 54017 MPRSW -3254 townof Richmond (715) 246 -6200 lot #13- Red Pine Corner This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. N 1 " =40' BM.= top of SE lot stake @ el. 100.00' Alt.'BM.= top of mid lot survey stake @ el. 102.20' c K � V � - a � Gary L. Steel 11 -15 -2000 �- 1985 P 265 STATE BAR OF WISCONSIN FORM 1 -1998 6 9 1 2 6 3 WARRANTY DEED KATHLEEN H. WALSH REGISTER OF DEEDS ST. CR OIX CO., MI Document Number RECEIVED FOR RECORD This Deed, made between Oakwood Land Develoortient, Inc. 09 -20 -2002 4:15 PH Grantor, and Sam E. Miller, single , Grantee. Grantor, for a vskmble eansideration conveys to Grantee the following WARRANTY DEED described real estate in St. Croix County State of EXEMPT # Wisconsin (the "Property"): REC FEE: 11.00 TRANS FEE: 200.40 COPY FEE: CERT COPY FEE: PAGES: 1 Recording Area Name and Return Address S am E. Miller . 1 Avenue r' , N mond, WI 540 1,�p � -C_( " -jSS-0 " OAP\Qk w n b mw 55Li3�r 026- 1130- 15 -000, 026- 1130- 13 -000, Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Lots 15 an t9led Pine Comer Together with all appurtenant rights, title and interests. None Grantor warrants that the title to the Properties good, indefeasible in simple fee and free and clear of encumbrances except Dated this 19th day of September 2002 (SEAL) (SEAL) Oakwood Land Developmant, Inc., Inc. (SEAL) (SEAL) 1►vtN i9WATZINA ACKNOWLEDGMENT NOTARY PUBLIC Signature(s State of Wisconsin, } ss. St. Croix County authenticated this day of , Personally came before me this 19th day of September 2002 the above named Oakwood Land Development, Inc. by Gregory J. Peterson vice president to me known to be the person who TITLE: MEMBER STATE BAR OF WISCONSIN ex cuted t foregoing ins ant and acknowledge the (If not, sa e. authorized by §706.06, Wis. Stats) THIS INSTRUMENT WAS DRAFTED BY AC1 (-U Coldwell Banker Burnet Notary Public, Stale of Wisconsin 1301 Coulee Road Hudson, WI 54016 My commission is pe anent. (If not, state expiration date: 2 -41051 ) (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. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. [ WARRANTY DEED FORM No. 1 -1998 Milwaukee, Wis. r PINE,, CORNER H E NORTHWEST TH WEST QUARTER OF THE NORTHWEST QUARTER AND P ART OF THE THEAST QUARTER OF THE NORTHWEST QUA ANGE 18 WEST, TOWN OF RICHMOND RTER AND PART OF THE SOUTH ST CROIX COUNTY, WISCONSIN. A RESIDENT SHAL DO ANYTHING WHICH WOULD INTERFERE HE OPERATION OF THE APPROVED COMPREHENSIVE WATER EROSION PLAN FOR THIS PLAT. THIS INCLUDES TO BUILDING UPON, OBSTRUCTING,- ALTERING, TING OR PLANTING IN ANY POND EASEMENTS, TCHES, WATER RUNWAYS, WATER CULVERTS, EEDINGS. - LOT 11 LOT 17 o ' N11'�4 G� 7J`/E NW 1 4 .�i� i 9 • ' N1 3 'qT y SW 1/4 OF 7HE MW 1 .— /�� 12 `�` I ,. ._.. •. —..- 366,5. ._.._..._. MA TCf/ L/N — E• O 38827'09'W 306A 9' LOT 12 �.._ ` i 67,223 SQ. _� LOT 16 1.54 ACRES , 4� Sa fr. _ , S cv 1.53 ACRES LOT . 0 v UN; J N P � 67,559 SQ. FT.: �' N LOT 15 h s d. o 68.822 So V 1.58 ACRES 10 O ' T SB •a 26e, e ' �i o E 4 � BENCHMARK- _ AON 1010.00 )T 30 LOT 14 LOT 35 84 a ?a C" .