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HomeMy WebLinkAbout038-1215-30-000Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] Permit Holder's Name: City Village Township Thomas Domres TOWN OF STAR PRAIRIE CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic Dosing Aeration Holding PUMP/SIPHON INFORMATION to SOIL ABSORPTION SYSTEM Ft County: St. Croix Sanitary Permit No: 631254 State Plan ID No: Parcel Tax No: 038-1215-30-000 Section/Town/Range/Map No: 11.31.18.1184 STATION BS HI FS ELEV. Benchmark Alt. BM Bldg. Sewer St/Ht Inlet St/Ht Outlet Dt Inlet Dt Bottom Header/Man. Dist. Pipe Bot. System Final Grade St Cover BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L IBLFG IWELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR UNIT Type Of System: Model Number: DISTRIBUTION SYSTEM Distribution x Hole Size x Hole Spacing Vent to Air Intake IHeader/Manifold -Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Svstems Only xx Mound Or At -Grade Svstems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bedrrrench Edges Topsoil Yes 0 No [] Yes P No COMMENTS: (Include code discrepancies, persons present, etc.) Location: 2235 124TH ST 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Inspection #1: Inspection #2: Plan revision Required? (] Yes ❑ No Use other side for additional information. L u _ Date Insepctoi's Signature Carl. No. SIN mad I - do 5 . ��� ♦ 2021 ` FES b� safety and Buildings Division 1 V Nashington Ave., P.O. fax 7162 /4 Sanitary Permit Number (tu be filled in by CO-) g Madison, 37 7162 o5q ct. Croix .3,untti ti Comn,,,ni;y nevelopm nt t SiateTransaction l3®ber Sanitary Permit lication App In accordance with SPS 393212), Wis. Aden Code, submission of this form to the appropriate gov=m unit is required pine to obtaining a sanitary permit Now:. Appticafion forms for state-owned POWTS are submitted to jest Address (if different than mailing address) the Depattmeat of Safety and Professional Servies. personal information you provide may be used for secondary litripcism in accordance with the pnvacy Law, s. 15.041 KW), Star. 2 , , puuccl# L Appkcation Information— Please Print All Information Property Owner's Name Po ry^ property Owners Mai. Address ► - #337 Locamo .118 Lo S y8 O ��,� p r � G0vL.3�. ;Lot �_! '/ Section le) T31N; R EdrW. l/ City, State Zip Code � Phone Number IL Type of Building (check all that ap y) � Lot # Z Subdivision Name err 2 Family Dwelling —Number of Bearoorns � . Block I , ❑ City of ❑ PubliclComrr ial — Describe Use Village of CSM Ntnnber ❑ State Owned — Describe Use ,,,....❑, )p T'own of ds d I ,\ III. Type of Permit (Check only one box on line A. Complete line B if applicable) A System ❑ Replacement System ❑ Treatment/Holding Tank Replacernem Only ❑Other Modification to Frstula System (explain) B. ❑permit Renewal ❑Permit Revision ❑Change of Plumbs hermit Transfer to New List Previous Permit Number and Date Issued Before Expiration er IV. T ofPOWTS S stem/Com onent/Device: Check all that a I w Non_pressurized In-Gro,md ❑ Pressurized In -Ground ❑ At -Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank Otber Dispersal Compooen lain) Pretreatment❑Device (explain) V. Dis rsaVPreatm Area Information S Dj 9gn Flow (mod S lication dsf) Dispersal A¢a Required ( Dispersal Arep Proposed VL Tank Info Capacity in Total #of Manufacturer'11 15 y Gallons Gallons Units New Iasks Tanks m Septic or Holding Talc I Dosing Chamber VII. Responsibility Statement— 1, the orders responsibility for installation of the POVM shown on the attached plans p 's Name (Print? 's Signature MP/tviPRS Number Business Phone Number - ba's Address ( ;C , late,. 3Z, Conn tyfDa artment Use Onty Permit Fee ued Issuing 4gent Si - Approved El Disapproved ; �2� 2� ZLj 7i r .. -6 ❑ owner Given Reason for Denial pproval/Reasons for Disapproval 3 Cpytd i !tt •/�—�OZi —01 V`- 1 r-, Jr�lf� 1. Septic tank, etFiuenf filter and dispersal cell must be serviced / maintained reS I.ct cH o11-fly yt vC54- lax 20ert .4 . as per management plan provided by plumber.?) P—, f � 2. All setback requirements must be maintained as perapplicable c_»�..M..■,�,,,;��� I el�.,��,'�, } r �- 1 J(� o > 3S'jo Caw c5e SBD-6398 (R. 11/1l) P,4� kt^e y A. System PLOT PLAN PROJECT Thomas Domres ADDRESS 5480 Blackberry Trail 4337 Inver Grove Heiahts Mn 55076 NE 114 SW 1/4S 11 /T 31 N/R 18 W TOWN Star Prairie COUNTY ST.CROIX SYSTEM ELEVATION 94.7/94.6/94.5 3.5' below grade 1/31/21 BEDROOM 3 DATE CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 676 # of chambers 33 L BENCHMARK V.R.P. Top of 1" pvc Pipe ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL *H.R,P. same as benchmark B.M.* ° , N B-2 Scale = 1/4" = 10' 124th St. Not enough slope to establish contours Vents FIN '/Cppv All piping shall be ASTM SDR 30/34, within 10' of tank, piping shall be ASTM F891 >6" of Cover EN 44' B-1 ;20%lo Slope 10 Pro 3 Bedroom House )Vent ST 329' Property Line 3-3' X 46' cells with >3' spacing Quick4 Standard Leaching Chamber with 20.0 ft2 of Area 2„ 5.6ft^2/pair of end caps 4„ Grade at System Elevation System PLOT PLAN PROJECT Thomas Domres ADDRESS 5480 Blackberry Trail 4337 Inver Grove Heiahts Mn 55076 NE 1/4 SW 1/4S 11 /T 31 N/R 18 W TOWN Star Prairie COUNTY ST.CROIX SYSTEM ELEVATION 94.7/94.6/94.5 3.5' below grade 1/31/21 BEDROOM 3 DATE CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 676 BENCHMARK V.R.P. Top of 1" pvc Pipe ❑ BOREHOLE (DWELL *H.R.P. same as benchmark B.M.* N B-2 124th St. Not enough slope to establish contours Vents All piping shall be ASTM SDR 30/34, within 10' of tank, piping shall be ASTM F891 >6" of Cover DOSE TANK SIZE # of chambers 33 ASSUME ELEVATION 100' Filter Lifetime Filter Scale = 1 /4" = 10' Z44, B-1 2t%7oSlope II3 30 Pro 3 Bedroom House Vent „ 4' Long112 ST 329' Property Line 3-3' X 46' cells with >3' spacing Quick4 Standard Leaching Chamber with 20.0 ft2 of Area 5.6fr^2/pair of end caps .LGrade at System Elevation 2 0 1 4 0 0 4 8 A 0 1921 .01 Gap belween Case and Serpentine SECTION A -A ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Thomas and Julia Domres Mailing Address 5480 Blackberry Trail, #337, Inver Grove Heights, MN 55076 Property Address 2235 124th Street, Star Prairie, WI 54017, (Verification required from Planning & Zoning Department for new construction.) City/State Star Prairie, WI Parcel Identification Number 038-1215-30-000 LEGAL DESCRIPTION Property Location E'/. , sV1f/a ', Sec. 11 T 31 N N R 18 W, Town of Star Prairie Subdivision Plat: 08-068-RIVER PLACE LOTS 1 /30 038-01 Lot # 23 Certified Survey Map # 656277 Volume 8 Page # 68 Warranty Deed # 1105391 (before 2007)Volume , Page # 1 Spec house ❑yesEbo Lot lines identifiable Oyes❑no SYSTEM MAINTENANCE AND OWNER CERTIFICATION 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. Owner maintenance responsibilities are specified in §SPS. 383.52(l) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & 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. I/we, 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 Safety And Professional Services 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 Planning & Zoning Department within 30 days of the three year expiration date. I/we certify that all statements on this form are true to the best of mytour knowledge. I/we am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms 3 /L1 /r l �J LYt � / l ��� 02 01 21 (� >lfI SIGNATURE OF APPLICANTS) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. "• Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 04/12) POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page iof_ it FILE INFORMATION 7 Owner�r2 Permit # DESIGN PARAMETERS Number of Bedrooms ❑ NA Number of Public Facility Units P NA Estimated flow (average) gal/day i Design flow (peak), (Estimated x 1.5) y�� aUda Soil Application Rate al/da /ftz Standard InfluentlEffluent Quality Monthly average` Fats, Oil & Grease (FOG) s30 mg/L Biochemical Oxygen Demand (801)5) 5220 mg/L ❑ NA Total Suspended Solids (TSS) <150 mg/L Pretreated Effluent Quality Monthly average Biochemical Oxygen Demand (BODs) 530 mg/L Total Suspended Solids (TSS) 530 mg1L ❑ NA Feral Cordbrm (geometric mean) 5104 ofull00ml iMaximum Effluent Particle Size ill in dia, ❑ NA (Other. Q NA 'Values typical for domestic wastewater and septic tank effluent. MAINTENANCE SCHEDULE SYSTEM SPECIFICATIONS Septic Tank Capacity al ❑ NA Septic Tank Manufacturer ❑ NA Effluent Filter Manufacturer ❑ NA Effluent Filter Model ' ❑ NA Pump Tank Capacity al ❑ NA Pump Tank Manufacturer NA Pump Manufacturer NA Pump Model NA Pretreatment Unit NA ❑ Sand/Gravel Filter ❑ Peat Filter ❑ Mechanical Aeration ❑ Wetland i7 Disinfection ❑ Other. Dispersal Cell(s) ❑ NA p4-Ground (gravity) ❑ in -Ground (pressurized) ❑ At -Grade ❑ Mound ❑ Drip -Line ❑ Other: Other. ❑ NA Other: ❑ NA Other. ❑ NA Service Event Service Frequency Inspect condition of tank(s) At least once eve every; ❑ month(s) ears (Maximum3 years) ❑ NA !Pump out contents of tank(s) When combined sludge and scum equals one-third ('Yj) of tank volume ❑ NA (inspect dispersal cell(s) At least once every: J? �,years❑ month() (Maximum 3 years) ❑ NA Clean effluent fitter At least once every: lr l ❑ month(s) ear(s) ❑ NA I nspect pump, pump controls & alarm At least once every: 11 ❑ years(s) NA (:lush laterals and pressure test At least once every: ❑ month(s) ❑ year(s) NA Other. At least once every: ❑ month(s) ❑ year(s) 1 NP ether. 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 linclude a visual inspection of the tank(s) to identify any missing or broken hardwa; e, identify any cracks or leaks, measure the volume of cembined sludge and scum and to check for any back up or ponding of efflueni on the ground surface. The dispersal cell(s) shall be ioisually 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 indicaie a failing condition and requires the immediate notification of the local Regulatory authority. I,Nhen the combined accumulation of sludge and scum in any tank equals one-third ('%) or more of the tank volume, the entire contents of "he tank shag be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. INI other services, including but not limited to the servicing of effluent titers, mechanical or pressurized components, pretreatment urns, land any servicing at intervals of <12 months, shall be performed by a certified POVa$ Maintainer. is service report shall be provided to the local regulatory authici t within.. 400 days of completion of any service event. Page of START UP AND OPERATION painting acts or other chemicals that For new construction, prior to use of the POWTS deck treatment tank(s) for the presence of Pure contend of the may impede the beginrant process and/or damage the dispersal cefl(s). if high tank(s) removed by a septage servicing operator Prior to use System start up shall not o=ir when soil conditions are from at the infiltrative surface. is restored the excess Wastewaterwill bIa During power outages pump tanks may till above normal highwater levels. When power a surface disdhaT9e of elRuert discharged to the dispersal cell(s) in are large dose, avertaadlTh9 the call(s) and may result in the bedaki to restoing Pawer to tide To avid this motion have the contents of the pump tank rerroad by a Septage Service � � � to radices Hamel letirels effluent pump o contact a Plumber or POWTS Maintainer to assist in manually operating within the pump tank, disturb or compact, the area within Do not drive or Paris vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise 15 feet down dope of any mound or at -grade soil absorption area. and Pig of the pOWf$: Reduction or epmination of the following from the wastewater stream may improve the panto rmance antibiotics; baby wipes; dgarette butts; TOTTMthTThs; cotton swabs; wabs degreasers dental floss; diapers: adicstjons; oil; painting ; fobfoundation , (=rip pump) war; fauft and vegetable peelings; gasoline; gram; herbicides; meat scraps; rrhedtcatons; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT shall be taken to insure that the system is propeily When the POINTS fails and/or is permanently taken out of service the following steps and safety abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code:. rr All piping to tanks acid pits shall be disconneded and the abandoned pipe openings sealed, e The contents of all tanks and pits shall be removed and property 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 fined with sail, gravel or another inert solid material. CONTMOENCY PLAN e a code compliant If the POWTS fails and cannot be repaired the following measures have been, or must be taken. to pratd npt�systart. soil absorption systeam• suitable replacement area has been evaluated and may be util¢ed for the locatiorhTePe^t c+Pce by requided The replaoernenk area sthould be protected from disbsbarhce and cornpadlon area vr81 resat in the raged setbacks for a crew from exhsting and proposed structure, lot lines and wells. Fail ReplacetneTd systems mustmustY with the ndes{ in soli and site evaluation to establish a sutabk replacenneht effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Ban* advances in POWTS technology a holding tank may be installed as a last resort to reptaoe the failed POWTS. ❑ The site has riot been evaluated to identity a suitable replacement area Upon failure of this POWTS a sal and site evaluation must be performed to locate a suitable replsoement area. If no replacement area is available a holding tank may be installed) as a last resat to replace the failed POWTS. O Mound and at -grade soli absorption systems may be reconstructed in place foiiowing removal of the biomst at the intili afNe surface. Rekornstnxtiors of such systems must comply with the rules in effect at that thee. «WARNING» DO NOT SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHALM1GASSES ANDfOR INSUFFICIENT OXYGEN. ENTER A SEPTIC, PUMP OR OTHER TREATMENT TAE�' UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE O� A PERSON FROM THE INTERIOR OF A TANK MAY BE OIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER Rh meone POWTS MAINTAINER Name 161 Phone i,`' SEPTAGE SERVICING OPERATOR (PUMPEW LOCAL REGULATORY AUTHORITY Name Narne� kn Phone Jr ' U2 l Phone /.) > This document was drafted in compliance with dopier WS 383.22(2KbX%d)&V) end 383,54(t), (2) & (3). Wisconsin AdminiWative Code. z cis w sa �3 ® ❑❑3 ®� oo .� FRONT ELEVATION Q 1/4= 1'-00" O�n LLJ go Lu oz j �W 0 ®sg� RIGHT ELEVATION HIM LEFT ELEVATION 1 /4"= 1'-001, 2q REAR ELEVATION A 1/4'= I'-00" ,ii NOKTN z w Q nm (� 77 z �w7! M 5 _ IWIRBVX III IMaYXIrY r ll.lr ' I I �• 1-1 < IP.ii'PfBb� O i ryry��ff I 0 0 g _J O 0 d I � I V ~ WALAMIO N:Y IUM ICZOP77P I /'(T5vW,\) � IOS(IL.I• vl 1 x w I 65E :• y I ; I ` ��ei 5 zcxwxx �}YY�ygO MAIN FLOOR zlso-soFrrausEe 114"= I.-W. 576-5CW7 GARAGE Y ra A3 -- r y .--.--270.37— --.—.--.--.--36e.2r— ae3.ev W 2 t 88g°54'68"W a28.1& .$DI °Q a - PUBLIC ROAD - � N89°54'S8'E 828.18'� LOT 15 o $ --32e.33'-' - - - - - ¢301.ea— - - - — 1.589 ACRES H.W.L. = 9 8.50 69,230 SO FT I a I •O• • • ... .... ........ �\.. . . LOT 21 \J 2.500 N N.W.L. = 938ACRES ----------- r -� I 1oa,aT9 so *3 LOT 20 .50 _ j W 31. 5B3 0' DRAINAGE�'i AREA TO MEANDER LII 1 347.3W G ��pi 25.,v '� 8�2 is EASEMENT `�ti, 3.434ACRES —PONDING AREA 91 �+,pa `" a �Kt im tl` 149,695 SO FT c7 /� ( at'p W AREA TO O.H.W.M. �-------------�I �h� w� N 4.5 ACRES t / � a NB9°7096°w LOT 14 652 ACRES 4� �9• N�°�'aa .962 SG Fr ; 'a�p� g 1� O(/T�44be.F2o 0 13 - e a3.1& 8•�O. 282.99" 20.10 S89°B1'46'W 438.09' 15 • y4 dOO 4 9 , a� 32.ea @ON Oa M06e_94A I/1 p s C G.IC�a �3`]E3E3 T 13 I Cz C7II C P. i ACRES I I I : 0. 2SOFT N LOT 22 r ol° ee I o I 1.514 ACRES •11 p / �@ o c1 , 0 �� 85 9a2 sG Fr a O g I 0�• / E329.&1, • I IT 12 II I I LOT 23 S ACRES ; II I AREA TO MEANDER LINE l , .a sG Fr Ical - 1.839 ACRES c3 I I 71,39060Fr � I J,' +'. z I I I AREA TO O.H.W.M. i' r 0 I I / ' .I Q -$Oj �I I (I 2.0 ACRES t- , ',i � _ I 33 331 $0. MEANDER LINE /m 1.2W I - NUMBER' 2' p. ' 0 0 l/ S>8,78°F 3e8'4T OS C C OLD MI 11 I I I4a� 0W / I I LOT 24 m r MATCH LINE 1 { SEE SHEET 2 OTE: NO OWNER OR RESIDENT SHALL DO ANYTHING WHICH WOULD ITERFERE WITH OR CHANGE THE OPERATION OF THE APPROVED OMPREHENSNE WATER DRAINAGE AND SOIL EROSION PLAN FOR THIS LAT. THIS INCLUDES BUT IS NOT LIMITED TO BUILDING UPON, 4C �_vf Asconsin Department of Commerce SOIL EVALUATION REPORT Page 1_of3_ Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. O j — d f J r ` 2J6041D I tl(/1 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 0 1 Please print all information. evi ed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Govt. Lot NE 114 SW 114 S 11 T 31 N R 18 R (or) W Property Owner's Mailing ddress'Lt Lot # Block # Subd. Name or CSM# 573 Ct . Rd. "A" 23 na River Place City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road WI. 54016 1715 )381-5405 airie 12 wav New Construction User Residential / Number of bedrooms 4 Code derived design t1a ❑ Replacement ❑ Public or commercial - Describe: Parent material OUt-WaSh Flood Plain elevation if a Ii le General comments ? 2 and recommendations: Q1 54 trenches @ el. 95.50, 00 TOO CIO Boring 5-1 Boring # Pit Ground surface elev. 98.20 ft. Depth to limiting factor 160 4/g Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. GPD I f N � oil Application Rate Ak'C. _�- GPD/fF ������ • • ©eon® 3 .,4 Boring # Boring 2 � pa Ground surface elev. 99.50 ft. Depth to limiting factor 120 in. �;r A nfirarinn Rats Effluent #1 = BOL) > JU < 1LU mg/L an0 I bb >JU < IOU mg/L c;WPV1.1, rca -•••a- CST Name (Please Print) Signature . CST Number Gary L. Steel 02298 Address Date EvaluAon Co ducted Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 6_ 715-246-6200 1 Property Owner LaCasse Dev. Inc. Parcel ID # pending Page 2— of 3_ Borin # ❑ Boring 3 g FYIDa Ground surface elev. 98' 50 ft. Depth to limiting factor 20 in. can rr�+in Dim Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff 'Eff#1 'Eff#2 Boring # ❑ Boring factor— Da Ground surface elev. ft. Depth to limiting fac tor In. Cnil Annrirat nn Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDlff 'Eff#1 'Eff#2 Boring F Boring # n Fit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff "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 mg1L 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 fonnat, please contact the department at 608-266-3151 or TTY 608-264-8777. 56DA310 (R.6M) Property Owner L3C3SSe Dev. Inc. Parcel ID# PO dingy. Page 2_of_ I Boring# ❑ Boring 3 ® pit Ground surface elev. 98'50 ft. Depth to limiting factor 120 in. I Rn8 Annlim inn Ratw . -. rt. .. a Sz.dox rt Cont. . Color u. ®®® .. .. '.. �� © • 1 1 s ' ' � • I - M a . , MM�MMMM �"M �My 1111 Boring # ❑ Boring 1-1 ❑ pit Ground surface elev. ft. Depth to limiting factor in. l.qnil Annli-m inn Rnta Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDtff •Eff#1 I 'Eff#2 r ❑ Boring # BoringGroundsurface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff 'Eff#1 'Eff#2 Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L . Effluent #2 = BODS < 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.6100) 322.W 2 a'' 7 dOO4 9 49 C l@l 9m LOT 13 f C2 c7- 1.648 ACRES— e7,4s2 sC Fr I z I LOT 22 0 O I 1.814 ACRES 66,942 80 FT ti ..414 626.7e 18.E LOT 12 1.615 ACRES II Y2x 70,328 30 Fi ; II p cs LOT 23 I I AREA TO MEANDER LINE1.639 ACRES Ji . 71,390SO Fr 619.69' MEANDER LINE- NUM8EA'2' fI I / E 38S 4T LOT 11 / r I I ,o o ' 1.537 ACRES 0 s / ,, LOT 24 ® 66,970 80 FT : • N AREA TO MEANDER LINE I m I a 1.812 ACRES / 78,926 60 FT i m 70.33' / ®8j 257A? / rlosl o / g I LOT25 III �,. Lm----------------- LOT 10 A /► : AREA TO MEANDER LINE e 67,271 ACRES 2.038 ACRES \I- -0 88,781 SO FT !j I!AII oI JY4? FLOOD PIWN UMrrS r l l ti � o•ez, / I 88q ' 2T2 w / LOT 26 : ! / AREA TO MEANDER LINE IT 9 2.184 ACRES ACRES o / 88,141 90 FT i 380 Fi a I / •• ® �^• / �i / ^ r i LOT 27 AREAdO MEANDER LINE 1.811 ACRES 78,908 SO FT / i G b./ Q i � m LOT 28 n �a' L ; '0 8 AREA TO MEANDER LINE N r 2.190 ACRES' R N 96,412 80 FT z a ® I o 111 A } MEANDER LINE �!—�I o m 1 NUMBER '2' 882 -------------- ----- �C 0NB9"29'Ya'E 4o4.22' erx --------- I I v � A 1 ` I m D W.L. ®927.6o in to LOT 29