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Home My WebLink About026-1168-31-000Wisconsin Department of C4nmerce 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)] & Sarah Fry I TOWN OF RICHMOND TANK INFORMATION .J.0' ,,.iir ELEVATION DAT TYPE MANUFACTURER APACITY Septic 1 � CD Click I Dosing 00 A V i r 'FI L1tiz O TANK SETBACK INFORMATION , TANK TO P/LL WELL BLDG. Vent Intake ROAD Septic -toyAir Dosing Aerati n Holding i PUMP/SIPHON INFORMATION OIL Manufacturer fzutds Demand GPM Model Number ]yam if TDH • Fricti ; System Head T t Forcemain L W, Dia. 1, Dist. w Well SOIL ABSORPTION SYSTEM I1oumy St. Croix I 94#1 18.1337 STATION BS HI FS ELEV. Benchmark V. D lot. 93 6 Alt, BM Bldg. Sewer '�•I Q/ •6 Olit Inlet St! tOutlet 15A It I a fi Dt Inlet Dt Bottom fj Header/Man. Q Dist. Piper IO c O . Bot. Systenrt" Final Grade �, 8. .� St 11efc (Co�'�ver 7 N -t[� r C— BED/TRENCH DIMENSIONS Width ' Le in ' o2 No. Of Trenches PIT DIMENSION No. Off / Inside Dia Liquid Depth SETBACK SYSTEM TO P!L BLDG WELL LAKE/ EAM LEACHING anu u INFORMATION T e Of ystem: O� ` V X 1, CHAMBER OR UNIT Model Nu natV DI IBIBUTION SYSTEM ea er! ifold �I Distribution x Hale Size x Hole Spa Vent to Air Intake 1 Pi s gth Dia Length Dia S SOIL COVER x Pressure Svstems Only xx Mound Or At•Grade Svstems Only Depth Over Bedlrrench Center N`L � Depth Over ` Bedffrench Edges > 1 C� xx Depth of Topsoil xx SeededlSodded xx Mulched ,59 Yes i� No --- 7 COMMENTS: (Include code discrepancies, persons present, etc.) A� Inspection #1: 1 Ins* do #2(-(,1{�(�f/ Location: 1261 146TH AVE fir^ �L" ""rR 1.) Alt BM Description = Fit L Y 2.) Bldg sewer length = - amount of cover = L 1 1>18" 9 Cove / in All (1 ins Plan revision Required? [I, Yes No "Sign F �% Q, Use other side for additional information w 11 ly,'11r1 Date 41hmep�tc,re Can. N . SBD-6710 (R.3197) Services Division I Washington Ave County Peratit Nuenber (to be nbyco) ��1+1 MAY 22 2020 ov+►s poi ' Mad jr o Sani he ion N'°""a In ocardarce with SPS 38321(2), Wis. Adm. Cody submission of this form to the s��opri�e govetrmaml rauil is requirW prise to obainug a serdary pumil Note: Applicationtoms fw POWTS m PMW Address (if different thm mglmg addicts) , as submitted the Department of Safety and Ptofesiatal Savi Personal mfouna0m you provide may be used for seconday PLUPORMS m aaordmce with der: Privacy law s. l5-G4(lXmL Stats ✓/ f� 1. Applicaties ladormatio•- Please Print All Information Uwrer's Name Peoel B _ f - Pmpaty Uwta,t Mal"mg Add= pyuper4, Lmwnm Govt Lot A/k1 ) Salim'j�/ City. S Zip Cade Phone Number CiFd T �n N: R E Type of Banding (Cheek that Lot g all apply) aalint. Cr1 w2 Family Dwelling -Number ofBedmdn[y Subdivision Nam Blakk ❑ PutlidConan=ial-Descnbe Use ❑ City of ❑Stale Owned-Desmbe Use ❑ Village of CSM Number 10 Town of , �A✓!t III. Type of Permit (Cheek only one box on line A. Complete line B if applicable) A New S ❑ Replecernat Systen ❑ TreannenNBdding Taut Replacmmm Only ❑ Other Modification to Existing System (otplam) B• ❑permit Renewal ❑Permit Revision ❑Chengcofplumber ❑Permit Transferto New List Previan Pewit Number and Date Issued Before Espmrtim owne� offevns S m/Com naNDeviee: Cheek an that apply) .IX p Imoromd ❑ Presared br-ormmd ❑ At-C a ❑ Mound > 24 m. of M. a sot ❑ Mad <24 uu. of notable sod ❑ NoldmgTaok ❑ 0dw Dispersal Compmaa (apt ) V. Dispersalffreatmeat Area Information: Design Flow (gpd) Design Sal Appl. Digpaml Ara Required (sf) Dope al Aril Proposed (si) System VI. Tank Info Capacity in T/Gallons Gaom !of W $Sh Lo 075 New T.A. lmmagT,� lle�iy_0MmuY,ftacm./e 0 2 iz 3 'w CTi P. Sapfic a NNdogTmk nwog Ltd,c .� WLPn"nuUWStatemat-Lmeom&r=Vwd,asameresMaob&qfwmmUgdmgfoepoWrSSMwa a the susehed paam WMM Number Bmmna Phnnc Number - a - 7 91 Plum 's UCCL eery, S Zip code) r ��fo r 1 VIIL Cones meat Use 0 APPmvd p\�ap"p�m. Pewit Fee Doe laud Agmt Si ``// ❑ -'!fin Oskier fw D.W DL Conditions of ApprevaUReawas for Disapproval aq . � SYSTEM OWNER: �� t t�6 wi((y¢� 1. Septic lank, effluent filter and dispersal cell must rvi d 1 maintained 8 U as per management plan provided by plumber. as per applicable code orroan "OF 'sec ..y..p.peraNtrama slsael.� r,,l' } M2iwrt+antwtc2 i n�n� eK , /� SBD-6399 (R. 09(14) &) Ato r- ve°_ car V CONVENTIONAL COMPONENT DESIGN Project Name: Tom= Z��Ale CocuHY Lot Number_ 3.1 Parcd 10 Numbar_ Resir erd" Appi mdm RCIEX AND TITLE PAGE w4 � Leaching Chamber _aft Soil Absorption System Cross Section y ft Soil Absorption System Plan View ft Leaching Trench 1 Chambers Vent Or Observation Pipe Trench 3 IMEHM _�. _. Leaching Chain%erg editations Manufacturer And Model EISA Rating_ sq ft per chamber Sail Application Rate gpd/sq ft _2Z,�L_ gpd Design Flow ---_, -�/ Soil Application Rate <- EISA = Z-S-- Chambers 3 rows of - chambers each. Page --3 of PL-525 EFFLUENT RUER (COMWiMl) Polylok, Inc is pleased to add its now commercial filter to its e>dsting line of quality effluent fitters.The PL-525 is rated for over 10,000 GPD (gallons per day') making it one of the largest commercial filters in its class. It has 525 linear feet of 1: to filtration slots. Like the Polylok PL-122, the new Polylok PL-525 has an automatic shut off ball installed with every fitter. When the filter is removed for cleaning, the ball will float up and temporarily shut off the system so the effluent won't leave the tank No other Mer on the niad wt can make that cf3kmL PL-S25 Maintenance: ibe PL-525 Effluent Filter should operate efficiently for several years under normal conditions before requiring clearing. It is recom- mended that the fitter be cleaned every time the tank is pumped or at least every three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the fitter needs servicing. Servicing should be done by a certified septic tank pumper or installer. 1. Locate the outlet of the septic tank- 7-'Remove tank cover and pump tank if necessary. Alann Accepts PVC extension iraruile fi s F e 525 rmearfeet of !shy slats filtration ' ReAd tar orerQPD b acceptsrar 6- �- r<_- SCHD-40 Pipe ` e 7 Q P CEKE Gas deflector [ Arrtoqnatic shutdf 6 i a ;- ball when hater l isremoved f [Ly P- m* No* 6AMS.488 SX1.6ao PL-525 Installation 3. Do not use plumbing when filter is removed. Ideal for residential and com- 4. Pull P6525 out of the housing. 5_ Hose off filter over the septic tank Make sure all solids fall back into septic tank 6. insert the fitter cartridge back into the housing making sure the filter is property aligned and completely inserted. 7. Replace septic tank cover. merciat waste flows up to 10.000 Gallons Per Day (GPD). 1. Locate the outlet of the septic tank 2 Remove the tank cover and pump tank if necessary. 3. Glue the filter housing to the w or 6' outlet pipe_ If the fitter is not centered under the access opening use a Polylok Erdend & Lok or piece of pipe to center filter. 4. insert the PL-525 filter into its housing- S. Replace the septic tank cover. VI I ❑ ❑ �� ❑ ❑ ❑ ❑ r� y jj ❑ ❑ cl ❑ m ❑ -I m ❑ ❑ 14 ❑ $ ❑ 1 ❑ $ ❑ $ B1 £ ❑ 1 ❑ tj M M C1 ❑M ❑M ❑M ❑❑ ❑❑ ,C n, START UP AND OPERATION Page Zi of For new construction, prior to use of the POWTS check treatment tank(sl 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 property 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 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 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: jW 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 required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area w . 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. Baring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ 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 INST POWTS MAINTAINER Name Name Phone Phone SEPTAGE SERVICING OPERATOR (PUMPERI LOCAL REGULATORY AUTHORITY Name Name I Phone Phone 7s-, -F"f>Z- / This document was drafted in compliance with chapter Comm 83.22(21(b)(11(d)&M and 83.540), (2) & (3). Wisconsin Administrative Code. UI I TOTAL DYNAMIC HRAD Q` H W bl W IM 1 1. 9 i- [awl [awl Septic -Dose Tank Cross Section And Pump Performance Specifications Tank Manufacturer Tank Model Number Total Tank Capacity Max. Bury Depth Filter Manufacturer Filter Model Number Inlet Minimum Pump Performance Required GPM I Qa I Ft TDH Pump Manufacturer 5 Pump Model Number Alarm Manufacturer ' Alarm Model Number lel Switch Type Total Dynamic Head (rDH) - Feet Elevation Head Distal Pressure JA Network Loss Force Main Loss Total Outlet Manhole Min 4" Above Grade With Locking Device. Inlet Manhole Manhole Min 4" Above Grade < 6" Below Grade Sealed Watertight Securely Mounted With Locking Device Weather-proof Junction Box -� Finished Grade ® Depth of f Vent Min 12" Cover FTDisconnect Ft Wi �Cap Means Vent Outlet A 44 >, Weep B Hole >< Off Elevation C ./_4DL Bottom D '< Elevation Ft GENERAL INSTALLATION: The septicidose tank is bedded and back filled in accordance with the manufacduw's product approval specifications. Maximum depth of bury as specified by the manufacturer may not be exceeded without prior approval. Manhole covers exposed to grade have an effective locking device (padlock) installed. Piping at the inlet and outlet is of approved material, connected to the tank with watertight fittings, and laid on stable soil to prevent settling or sagging. The force main is sleeved with 4" Sch_ 40 PVC to bridge the tank excavation and the sleeve is sealed watertight Electrical service complies with NEC 300 and Comm 16.28 WAC. 02/05 LJ Page of Owner/Buyer Mailing Address Property Address ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM /-V Im tvermcanon requtreo trom rtannmas cm g ong ueparunent for new construcuon.l City/State Ld'/ ,n �,jr Parcel Identification Number "- jyL9-31-" LEGAL DESCRIPTION /� Property Location � 1/4, _AIL '/4 , See. —T ��N R1g_W, Town of) 1tj6j& Subdivision Plat: Certified Survey Map # Volume , Page # Warranty Deed # I (�p �3 �3 (before 2007)Volume Page # Spec house ❑yeslono Lot lines identifiable yes❑no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Lot #'YL 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(I) 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 my/our knowledge. Itwe 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 / SI ATURE 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) : tqk•'" AQ 1.89 ACRES , (82,386 SO. Fr.) ' 3584 Es 199 SO. FT.) �.4 _ ; �(8538'81'E 347.00 120A0' 80.00' v ........... I 8 @ I co 8 o W c I 41 �f I g F I 2.09 ACRES 754A RES rn Ilk y i (90,845 SO. FT.) (76,411 SO. FT.) J ch _ d I I I- I — -- -- -- ss L---- — 400.00' -- -- —f_ __ 200—W-- __ N89.40'23"M 743.84 - PUBLIC STREET 2.023CCRES 2.02,�ACCRES 31 S g 08' (88, 150 SO. FT.) $ (88,150 SO. Fr.) ,456 SO. FT v 0 r a e Ir LB.O. 968.0 Tom:• •.A a 8 CATE �1 ............... . a :•: .:•:ac:•:ti•i:•:$:•:i•i:•:ti•:$::•:i•:tii. m DRAINAGE ' 43.6......::::::.::.... EASEMENT "A" ; •; HIGH WATER ELEVATION=966.00 589040'23"E 1238.29' Un & COUNTY TRANSPORTATION COMMITTEE CERTIFICATE RESOLVED THAT THE RIGHT-OF-WAY OF COUNTY TRUNK HIGHWAY'G" AS DEDICATED ON THE PLAT OF POND VIEW MEADOWS IN THE TOWN OF UFIED AND ACTING RICHMOND IS HEREBY ACCEPTED BY THE ST. CROIX COUNTY HIGHWAY RTIFY THAT THE RECORDS IN DEPARTMENT AS APPROVED BY THE ST. CROIX COUNTY HIGHWAY ) NO UNPAID TAXES OR COMMISSIONER AND THE ST. CROIX COUNTY TRANSPORTATION Q6Q AFFECTING THE LAND COMMITTEE. SOUTH UNE NWIA OF TF CURVE DATA T/ Curve Radius Number / Lot Length C1 233.00 Boundary 233.00 44 233.00 C2 80.00 C3 B0.00 40 80.00 39 MOD 1486 026-t155-23-00C "2.� 1186 026-1155-27-000 i 4' 42 43 4 1 a1487 - o26t; -0oo 28 85 026-1168-36-000 , , tri _ 1 _.. ' 1342� -.o _..... ... _.. 026-Si68-42-000 026-1168-i3-000 026-1, 68-94_-000- t - 026.7168-4,-000 026-1168-35-000 iy 5347 ._t348 t349 1350 -- - €� 1483 ,34, x 1262 �1264 ,1266 t4��` 02611 5- 8-0002 _ 02yN55-21-000 00,00 20 i 1184 _.. 026-i155-29.999 St92Z .. T :ram b �—._. 34 33 32 #426, 31 N, _ !3'0 ,t2ti7 1479 026-1168-33-000 �- 133g 026-1168-32-000 1336 026-7168-3 1337 026-1168-30-000 1336 �� - 026-1155-20-000 ,� � � 1183 1253 29 452 FflSYIfO'fi'ir;i`fitOf, [I-- -�, 127i`~`� 026-t179-,0-00 026.1155-29-000 - ... 705 i 11 92 7 5.00 5.00 30.8-43 _ _ .58 .: .. ... _ .. 355-3B 5 si - - -- - V 026-1119-11-000 1279 1 qq QL 1'I. .. ry 706 N Y ' 380 QB - 330 N 47 - ` � N @.6-, 06530.400 0 oo 200 3000 - 026-1119-1.2-000 -. 't2B1 '33.1D i SCUIMER' This map is not guarantees m ba .}" -707 qq emLrete, corracl, wneM, U fAmgqete contusions tlrawll are the res:::; l of the _' 026-1119-13-000 - i9 ^ user. �O. �. 'I 708 --- 1] , N'r" 0 9NNOJ. , , A Y NH3 NONtlONNOI "ONOO O nW 0-9 A 2OY -NMVGN Ol JNOJO nw pof A -.I =.Wl NOUVAd1IMMA .O-.I =.9/1 NOUVAM 1N91 NOIJ DMUGNOD ?JO-4 ION XINO 9NI0019 ?J0-4 �v.MP.a�rw si•'�ww� N s S 0 3 A 0 N )V11je 1 0 ....e Mix. o-...n w... r W.: 14m 7\ 19 �f P -- --- e( # 0 S` �ou� roR�n b ,-1 I o 1 MAIN LEVEL PLAN 1/4" = 1'-0' 91 IJV CENNG ® MAIN LEVEL BIDDING ONLY [ FOR CON5TRUCTIONg�1g �, 19 0 0 FOR BIDDING ONLY FOR CONSTRUCTION T. #19-261 . 14 w F N RECEIVED Wisconsin Department of Commerce SOIL LUATION REPORT Page 1 of 3 Division of Safety and Buildings ��nn��' �� n�'�nnnn�� in kUa4,e"8Qm 85, Ms. Adm. Code county St. Croix Attach complete site plan on paper I of le ,$� , �,'11 s in i e. Plan must indude, but not lerrhed to: vertical a r IFl%hdd (BM), irection and Parcel I.D. lope percent s, scale or dimensions, di to nearest road. Please print all information. Rev awed b Data Personal information you provide may be used for secondary purposes (Privacy Law, s. 13.0I (1) (m)). �(tirl y.� i 23 0 Property Owner Property Location El Richard/Robert/Loren Derrick Govt Lot NW 1/4 NE 1/4 S 22 T 30 N R 18 E( Property Ownees Mailing Address Lot # Block # Subd. Name or CSM# 1310 Hwy 65 31 I Pond View Meadows a City State Zip Code Phone Number LJCity []Village Town Nearest Road New Richmond WI 1 54017 ( 715-246-5425 Richmond CTH G I] New Construction UseE] Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD ❑ Replacement [ Public or commercial - Describe: Parent material Loess over outwash sand and till Flood Plain elevation if applicable plp ft. Genes canments These are massive soils with the need for extremely careful installation techniques of the system being used by the and recommendations: stalling contractor. My recommendation would also be to consider a pressurized system, where the effluent can � Shah 0� -�2 ,L AUa be dosed over the entire distribution area. Not required, but recommended. 00� EL 63 This site is s ' e fo tional s stem. • Boring `� Boring # El Pit Ground surface elev. 99.93 ft. Depth to limiting factor >S3 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDN •Eff#1 'Ef#!2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. t 0-9 10yr3/3 sit 2mgr dsh cw 2f .5 .8 2 9-32 7.5yr4/6 Is Osg dl ew If .7 1.2 3 32-41 7.5yr4/6 - Ifs that dsh cw - .4 .6 4 41-83 7.5yr4/6 fs Om dsh cw .4 .6 Boring ❑2 Boring# 93.00 y >83 Q Ground surface elev. R Depth to limiting factor in. pit S;TAppficabort Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R 'EB#1 •Ef#r2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-7 10yr3/3 - sil 2mgr dsh cw 2f .5 .8 2 7-16 1 4/4 sit 1 dsh cam' if •2 .3 3 16-23 10yr4/4 at sil Imsbk dsh cw If .2 .3 4 23-30 7.5yr4/6 V sl Om dsh cw .3 .5 5 30-3? 7.5yr4/4 - is Om ds cw _ .5 .7 6 37,�3 7.5yr4/6 S S Ql� b s• Om dsh 5 .7 b c> catit 6 e 7 r ^ Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 nWL ' Effluent 02 r BOD < 30 n4L and TSS < 30 moflf CST Name (Please Print) Signature CST Number Thomas C Nelson `1f— 227387 Address Date Evaluation Conducted Telephone Number 1432 I20th Street, New Richmond, WI 10/31/03 715-246-2454 U3) Gtai Property Owner Derrick Parcel ID # 2 3 Page —of 3 Boring # V Boring -� El Pit Ground surface ev. ._- �2,13ft. Depth to limiting factor >80 in. Sod Rate Horizon Depth in. Dominant Color Munsell Redox De Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDM •EH#1 I 'Eff#2 1 0-12 10yr3/3 - sit 2mgr dsh cw 2f .5 .8 2 12-22 1 4/4 - sil ]msbk dsh cw if .2 .3 3 22-30 1Oyr4/4 - sil Om dsh cw 0.0 .2 4 30-37 7.5yr4/6 - sl thn dsh cw .3 .5 5 7-80 7.5yr4/6 s Osg dl 1.2 l a ■Boring # Boring 92.13 ❑ Boring # g� Pit Ground surfaceelev. ft. Depth to limiting factor in. Sail Eflluem #1 = BOD,> 30 < 220 mglL and TSS >30 < 150 mg/L • Effluent #2 = BOD, 130 rtg& and TSS 130 mgA- 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. SBRa33r.(KVM) ❑ Boring # g� Pit Ground surfaceelev. ft. Depth to limiting factor in. Sail Eflluem #1 = BOD,> 30 < 220 mglL and TSS >30 < 150 mg/L • Effluent #2 = BOD, 130 rtg& and TSS 130 mgA- 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. SBRa33r.(KVM) POND VIEW MEADOWS NW LOT CORNER 11 6% 142' THOMAS NELSON 227387 BM1 LOT 31 TOWN ROAD 2.9 ACRES 116' LTA 121' SCALE 1'=40' BM1 TOP OF IRON PIPE 100.00' BM2 TOP OF IRON PIPE 92.00' B1 99.93' 82 93.00' B3 92.13'