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Home My WebLink About042-1090-20-750 =.rnrsnDepai^ercc+co-lhce PRIVATE SEWAGE SYSTEM C`'°nr' rti St. Croix Sa'e:y and Bdilcing D wsicr INSPECTION REPORT San tars rer-1 No GENERAL INFORMATION (ATTACH TO PFI?Nll1) Slate Plan ID N" 606951 Personal in'crma:ion you 0(0vice ma'.• ee used for secondary piaposes IPnvacy Le.e s I` Os .1.osmj Per11M HC 1C1 S Nance Cry l Tali•r$h p Pareu• Tax Np. Donavin Berg TOWN OF WARREN 042-1090-20-750 CST BM Elev Imp. IRt. L U10 Descr. pllert SectowTcv, dRannp. Mao No S2.29.18.497D-05 TANK INFORMATION ELEVATION DATA IYPE N1ANU=ACTURER CAPACITY STATION BS HI FS ELEV. r Sep: c ~ eAp a -t•'~ ' /zJ~O Benchmark Po Kok SZS Al! BNa l 1. Co Aerahc❑ Bldg. Sewer x+ $I o 2.5 Hold ng SVHt inlet Q,'JQ 191, S TANK SETBACK INFORMATION SUHI Outlet O 9 1 TANK TO PtL VJ.LL BLDG. Vent I- f Irlake ROAD Dt In et hdP~ ~ Septic n!n 17-3 Dt Bottom Dosing lVl~ Heade.00an. ~.L qI•r Aeration Dist Pipe h Hodin9 - Bot. Sys:eT /0.6 9a.3 Final Grade -7-o ct~ 3 PUMPISIPHON INFORMATION . Manufacturer _ Demand S1 Cover/r( S•`~ 4L, rAodel Number x 7 TDH Lis f n Lo em Head TDH Ft - Fcrcernam Length Dia. CIS:. to'decl SOIL ABSORPTION SYSTEM BED/TRENCH V i;t'i . engtn Np Ca •c•.nc •(s PIT DIMENSIONS Na. O' PRs Insine Dia Licuic Dep:h DIMENSIONS SETBACK SYSTEM TO / PiL L BLDG ~C NV4EWLL LAKE! TREAM LEACHING Maru'acrnr INFORMATION p. CHAMBER OR r 1YTI.. vr,e ~l9ys~~n G yv~ VT T ~ UNIT ~rcC~1J y . Lla' 14 5_k DISTRIBUTION SYSTEM Z2 i'ZZ- - 'ICacc. Mon lotq It Dist,t-lior IIOIe Size x Fn a Spacing Verl tc Air 170k. .erarh Ca Le^O:h Ula SPacmO SOIL COVER t x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Cep'h Dyer .:x 7rp:h cl Rx Seede dtSCdtletl xx Mulched P.eerT2n--::erter netlr•'0^:h Ledea ~ Tc JSeil No ~~`zes Nn COMMENTS: ilnoude codedi~discrepencies//persons present. etc j Inspection #I Inspection A2 Location: 103 70TH AVE Yi (..D✓Q~ r o AC BM Dewipt-on = 2 ; Bldg se•.ver length = 3-7 rti41~ - amount of cover = J` I g 11 ~ IJ-S 7, 11~~ ` N / Plan revision Rectured7 Yes XNo II I g \ J7. V1 75 Use other side for adcnional mlormal.on son Date r'i NsS?nare 56D.6,•0.;2 O: Sfl)U-~ig:37,~ Safety and Buildings Division St.Croix I lp aS 201 W Washington Ave. P O. Box 7162 Sanitary Pored Number (lo be lolled in by Co) x 'i ) s 208 Madison, W1.63707-7162 , a 66 (a F51 - till It A ppliLatio Stile 1,.n' mNumber In ncmrdance wah SI'S ri,.II I N n Ad... Code, s"hato I n o(Iho form to fiat and i, cyuircd poor t ,btumnr. i wit tan permit Non- Application firms Rx stateowncd PON'l S arc - nmd to Project: ddrecs (rt'ddlerenl than reading addreW th. U 1. i.bucu \efcly and 1 r I Csxwmd SWIVWS. Personal mtoxnulon you ptuvidc may he MUM lox vo'orxlary m1_x. mss rdancc ,oh 11 Plnacv la_w s. 15 4I(1 It n,) Slats. _ -7 41• /I,r•p n 1 Application Info lu Plca_ic Print All Infurmaliun ~IVI , Proren, O,. ner'n S;nuc Parcel At _ - Donavin Berg J 4) - 1()qo - 1~20 --I SO Prnlx•ny (I .coo... Mathnc Address - - Profvoy l ocanon 1035 70th Ave 3a, a I. 1?, ~19?U5 Guvl I 't -City. State Zip C,xk. Plum Number NE NW Section 32 (node one) Roberts Wt 54 r 29 N R 18 r or ID If. -Type of Building (check all that apply) of a I ; - 4 Suldrviaion Name I or^ I amity Dwelling Numhci of I1cJruurrts Block u /t ti t-I PuhhdComnsrcial Ikxnbc Use VF 11Cayof I lslam Owned Ucscnbc lsc ('SM Numlxr~ .G IVdlapc of 6~^ Ju } / 1- ✓D ` t Ill ru,, of Warren (Check only on box on line A. Complete line B if appli cable) ❑ Rgl:ucmrnl Sy xtcm r-i 1 l loldmg Twik RepLeemenr t )nly ❑ Other Madifaunox, he 11xcAmg System (explaf) I71dR,,-C%. ,lwuba I ❑ I'rtnd Iiandtt to Ncw Lit Precious Pamir Numhtt and Date Isued R l ❑ I'cr . ❑ changcot O.-etc, IV. Type of PON"1'ti tivetem/('om(wncnUUeviee: (('heck all that a it Ig N n I reewu,ed In-omm~d ❑ I - u e J b -(n ,md ❑ Ar-Glad: U Mound '24 in of swlal I - d L3 Mond 24 or of,muble xo i fI U llddmg'lark Otha l) sp. rt:d Pomp nAUr spl:ln) ❑Retrcatmenl Device(csrlam) 1{ Uu rsaVfreal nt Area Inf74- Ik"p Plw (ppxl) Soil A1gpLA) D,gwnol Area Rcywrc (s0 Disposal Auca Pru(x,. I (,I) Sysram Flcaanom, 60a ,7 858 7 880 91.0' ~.0' \'1. Tank Info t ;,pe rry m 'I ou .fi of Mmuf., Gallon. Gallon, Unw, v Poly-lok 525 a s sk tanks - I:x7 ks • - ~ v~ ~ B a a a scplo ,x Ih.tamP lank 1200 1200 Wieser \11. Responsibility Statement- I, the undenieued, ax.um rcapoosibility fur ram lbtlioa of the M)\VTS shown un Ihr attached pass. Plrmbcr', Name (Nod) I'lumbej> igi m' MI?,MPRS Nmnlwr It..j s, More Nwnber Keith Knudtson 648443 61 51470-1737 Plu nlwL, :1dJ,cas IShcct. Car, state, Gip code) 927 150th Street Roberts Wi. 54023 VIAL Counl\'/Ue larlment t se Onh' roeed I'en~nJd QFCC I},ne x Isawng: nt S.grot rr mw9auCe~ s 70~. ~ (S tha na Ke.e:•m, iorlkm:J 70 1\. ('ondigmi epI ~'n Cc Jte»x 111 forpimapproyal o sur. C111 t d1 ne _ l~.s . 7, ( I4(_ vi (:v u+- aa par nay 3aemen. p'en nJea by plu one:. 2. AL Ii Ft[\,INN,^.areA fowl to I'V.I&.t(.t"1 M per rppkinela atAl I mcmarim. :Vt _ J - - taeh to cumplxtr pram for thx s)xlem and arhmil to Ilm t bunry only no papa not lox than a tR a I I inchm I. fire SI10-W98 112. 11 !111 R F m Q ~ _ `\\Yfl 4 e 00 4! L. e 4 a o go f zw Off' U c t m~+ ~ \t ~ a C1 vin 7~~n f d m t co -p y y 00 iA m a a e a a C ta U r Vl r N> N N o Q j a~ary~ m ~'~y m n o OaW d~ 1-4.23 m `D~ S ~ r V ~CL4 ~ ti 1 C d o a o q IV y J V ` o a ° C a V ~ ~ °a: arm 1 a J ! s d o x b 'yJ 0 1-- ~ U o m 0~, Q1 s U -4m4VD-mr mr R f \IrF r CONVENTIONAL COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name Bert, Sewcr Owner's Name Donavan Ben, Owner's Address: 1035 70th .Ave. Rolxrts W i. 54023 Legal Description: NF: L4 NW 1/4 S 32 T 29 N R 18 W Township- Warren Coun!y SLCroix Subdivision Name. Lot Number Parcel ID Number: 042-1090-20-680 Page 1 Index and title Page 2 Plot Plan Page 3 System Sizing & Cross-Section Page 4 Filter Specs Page S Maintenance Information Page 6 Management Plan Page 7 St. Croix Cty Septic Tank Maintenance Form Page 8 Warranty Deed Page 9 CSM or Plat Attachments, Soil Test & House Plans Designer/Plumber: Keith Knudtson License Number: 648443 Date c Phone Number (651) 470-1737 Signature / ( - Designed pursuant to the In-Ground Soil Absorption Component Manual for POWTS Version 2.0 SDD-10705-P (N_01101). Page 1 i i o a V ~ e 1 ~ y N~ Q ~ L 3 °8 s 1 ~ q ~ Q1 = N iO N m N V 1 M 0( V V Z e m «a Z N :c e Y r~ st ~n ~ alt ~ \A i4 ar a r e e r N a a p Q C=! S S o, fr 'a Rt~~ m\ J m I~ q ~ _ O ti m a°. v! O \ C A ~ M y v ~ o q` y ` I o y~ a ov a a ) o- o a d 0 cam--- 4 - s U s Soil Absorption System Cross Section 9450 ft Final Grade pe 4.00 ft ep Leaching 91.00 k~4. 40 Chamber ft System Elevation ft Soil Absorption System Plan Vi ew ft 3.011 _ ft 4.00 Leaching Trench 1 -ft Vent Or Observation Pipe Chambers IIIIHITERHEIIND 4' Dia. Trench 2 Header eachino Chamber SoecHications Manufacturer And Model FISA Rating 20.00 sq ft per chamber Soil Application Rate 0'70 gpd/sq ft 600.00 0.70 20 43.00 gpd Design Flow + Soil Application Rate + FISA = Chambers 22.00 2 rows of chambers each. Page of Pane of Z START UP AND OPERATION For new construction, prior to use of the POWTS check treatment taxi for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cellist. 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 POINTS Maintain` 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 foot 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 Irfe of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degroasers; dental floss; diapers; disinfectants; let; 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 POINTS fails andior is permanently taken out of service the following steps shall be taken to insure that the system is pruperly and safety abandoned in compliance with chapter Comm 63.33, 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 It the POWTS fails and cannot be repaired the following measures have been, or. must be taken, to provide a code compliant replacement system: G 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 es-ablish a suitable replacement area. Replacement systems must comply with the rules in effect at that tune. A suitable replacement area is nut available due to setback andior soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the tailed POWTS. Tho-site-laa4-r J zrttett - . a o m nk ~pfa-~U~. if npiacvrrnm g N alua tx: e al . 'PRDI-11517i~ Fet21J6eJ L*p 57TRUo'71D~ ra&t U Mound and at-grade soil -absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of sur:h systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES ANWOR 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 {'hone - _ Phone. SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Narne, Name 5~'. C~II,() l bU p. ZOrt~(~ Phone - - j- J~~ Phone 'J / - _3 ~(O p U Ns ducument wn0 droned in compliance with. chapter Comm 8S.22(2)Ibl(111Ji141P, and 83.540), (2) & (3), bYrconsm Admm.-nfative Code. POWTS OWNER'S MANUAL & MANAGEMENT PLAN ?age o• 2 FILE INFORMATION SYSTEM SPECIFICATIONS Owner Donavin Berg Septic Tank Capacity 1200 0 NA -qal-- Permit t Septic lank Manufacturer Wieser ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer Ploy-lok 0 NA Number of Bedrooms 4 0 NA Fffiuent Filter Model 525 0 NA Number of Public Facility Units 0 NA Pump Tank Capacity gal 0 NA Estimated flow laverage) 400 allday Pump Tank Manufacturer 0 NA Design flow (peak), (Estimated x 1.51 600 gal/day Pump Manufacturer 0 NA Soil Application Rate .70 galiday/tt' Pump Model 0 NA Standard Influent/Effluent Quality Monthly avorage• Pretreatment Unit 0 NA Fats, Oil & Grease (FOG) 530 mg/l 0 Sand/Gravel Filter 0 Peat Filter Biochemical Oxygen Demand (BOD,) 5220 mg/L El NA 0 Mechanical Aeration 0 Wetland Total Suspended Solids (TSS) 5150 mg/L Ll Disinfection 0 Other: Pretreated Effluent Ouality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BOD;) 530 mg/L D lo-Ground (gravity) 0 In-Ground (pressurized) Total Suspended Solids (TSS) ::;30 mg/L 0 NA ❑ At Grade 0 Mound Facal Coliform Igeomatric mean) 510' cfu/1 OOmI 0 Drip-Line 0 Other: Maximum Effluent Particle Size Yr in dia. 0 NA Other: 0 NA Other 0 NA Other. ❑ NA ' Values typical for domestic wastewater and septic tank effluent. Oth°c G NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) I At least once every: ❑ monthlsi B year(s) (Maximum 3 years) Q NA Pump out contents of tankls) When combined sludge and scum equals one-third IY,1 of tank volume 0 NA Inspect dispersal cell(s) At least once every: O monthlsi 13 year(s) (Maximum 3 years) Cl NA Clean effluent filter At loast once every: ❑ monthls) t 0 year(s) 0 NA Inspect pump, pump controls & alarm At least once every: D monthlsi 0 NA 0 year(s) 0 Flush laterals and pressure test At least once every: ~ 0 m year(s) ! NA Other. At least once every: 0 month(s) O NA 0 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 cerntications: Master Plumber; Master Plumber Restricted Sewer, POWTS Inspector, POWTS Maintainer, Septage Servicing Operator. Tank inspections must include a visual inspection of the tanklsl to identify any inissirg or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for anv back up or pending of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluxrt levels in the observation pipes and to check for any pending of effluent on the ground surface. The pending 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 sirrdge 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 ir, 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 !12 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. ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERT11-ICATION FORM Owncr.Buvcr Donavin Berg Mailing Address 1035 70th Ave Property Address T! ( / t I' l - - (Verification required from Planning & Zoning Department for new construction.) City State Roberts Wi. Parcel Identification Number 042-1090-20-680 LEGAL DESCRIPTION Property Location NE , NW , Sec. 32 . 1"29 N R 18 W. Town of Warren - Subdivision Plat: as Q Lot 0 . Certified Survey Map # 166 5`f 713 volume Page is Warranty Deed # 167Z(0 /C6 (before 2007)Volume Page; Spec house❑y"Ello Lot lines identifiable❑ycs[]no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system co tdd result in its premature failure to handle wastes. Proper maintenance consists of pumping out dtc.optic tank every three years of woner, if needed, by a liccmed pumper. What you put into the system can aflect the function ofthe septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in `SPS.:is. i. 2(1 ) and in Chapter 12 - SL Croix County Sanitary Ordinance. I'he 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 un-site wastewater disposal system is in proper operating condition and;or (2) aner inspection and pumping (if necessar)), the septic tank is less than Ira full of sludge. 1, 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 W isconsin. Certification staling that your septic system has been maintained must be completed and returned to the SL Croix County planning & Zoning Department within tU days of the three year expiration date. 1. we certily that all statements on this form are true to the best oft y; our knowledge. Vwe am/are the owner(sf of the property described ahove v e of a warranty deed recorded in Regist of Deeds Office. Number of bedrooms 4 AY 0?V 1(f SIGNATURI_. f)r . N'f(S) DA IV, "'.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 ot'Deeds Office and a copy of the certified survey map if reference is made in the warrant) decd. (RE%. 04/12) I ~~11" ~lz~:li i=S 4I, Y r~r~^, 1'.s t'-= o vl it a i ' I j ~ i - 1 II - it tt i7 '7 I Wisconsin Department 9fSatety MdPlr eio al'lFi rt~il X11 sr- Division or Industry SaYIDD SOIL E&VOMM ^041 116104 rn~ PORT #3367 { Page 1 of 3 10 N X in arfoOrdance with SPS 385. Wts. Adm. Code Keith Stoner CST County Attach complete site plan on papor ;n~t,lessstthhan'p% x 11 inches in size. Plan must St. Croix include, but not limitedto; vertical a ho al reference point (13M), direction and - Percent slope, scale or,durretro(ohs; ItBtth~cror, and location and distance to nearest road Parcel I.q7R0`f 0-11~ s' - _ r 042-1090-20-680 _ Please print all information. Rev Dat fjpm al inforrnaton you provide may be used to, secondary pap,,, (Pnvaq' Law, s. 15.04 (1) (m)). l~ / Property 0wner Property Location c-7171 Donavln Berg Govt Lot NW114, NW114, S32, 129N, R18W Property Ownees Mailing Address Lot S Block 0 Subd Narne or CSMM J 1035 70th Avenue I Proposed 2,25 Acre tot ? d-ir City State Zip Code Phone Number city Village . Town Nearest Road Roberts WI 54023 612-363-4246 Warren 70Th Ave New Construction Use Residential 1 Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe. U~/AV Parent material Sandy Outwash _ Flood plain elevation, if applicable NA ft General comments Propose two 3 x 90' dispersal cells centering the upslope cell over the 94.50' contour with a system elevation - 91.00', Center the and recommendations downslope cell over the 93.50' contour with a system elevation = 90.00'. Centedines of cells staked onsite. Dl' Z i v 1, ,1 e vi F 1-1 Boring A (WW Vu ~Yl/it (4 Honn,) 0 Pit Ground surface elev. 95.42 ft Depth to limiting factor > 109 in. r _ Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munn. Il Oa Sz. Cont. Colo( Gr. Sz. Sh. •EIHI •Efti2 1 08 10YR2/2 sit 2rnsbk mvfr Cs Y nn 0.6 0.8 2 8-14 10YR4/3 sit 2msbk mvfr gs 3f-m 0.6 0.8 - i 3 14-19 10YR4/4 51 2msbk mfr gs 2f-m 0.6 1.0 4 19-27 7.5YR3/4 Is Osg ml gs if-m 0.7 1.6 5 127-109 7.SYR4/4 s Osg ml 0.7 1.6 11 r,` b Hand auger from 74 - 10'J" gbtt t( IL 4 Boring eon _ k , Pit Ground surface elev. 91.55 8. Depth to limit in factor 96 in 9 Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistences Boundary Roots GPDHt' in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. I 'Enxt •EM12 1 0-8 10YR2/2 sit 2msbk mvfr cs 3f-m 0.6 0.8 2 8-14 10YR413 sit 2msbk mvfr gs 2f-m 0.6 0.8 3 14-22 7.5YR4/4 Is Osg ml gs if 0.7 1.6 4 22-51 7.5YR4/4 sr gr s Osg ml gs 0.7 1.6 j 5 51-96 7.5YR5/4 - 5 Osg ml - 0.7 1.6 Effluent fill = 60DS> 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent 02 = BODs 00 ffxA and TSS 30 mg1L CST Name (Please Print) Signature: - - CST Number Keith Stoner 7 224059 Address Kedh Stoner CST I Dat~ Evaluation Conducted Telephone Number 23220 Wood Creek Rd Siren, WI 54872 8130/2018 715-566-0900 S➢D 9130 M 07/13) Property Owner Donav_ in Berg Parcel ID • 042-1090-20-680 Page __Z __of - 3 _ 3 ] Boring F Baring # ' Pit Ground surface elev 91.45 _ fl Depth to limiting factor > 104 in Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ t' in. Munsell Ou. Sz. Cont. Color Gr- Sz. Sh- •Cmaf 'EM 1 0-10 10YR2/2 sit 2msbk mvfr Cs 3f-m 0.6 0.8 2 10-17 10YR4/4 Is Osg ml gs 2f-m 0.7 1.6 3 17-24 7.5YR4/4+5/4 Is OSg ml gs If 0.7 1.6 4 24-104 7.SYR5/4 s Osg ml 0.7 1.6 Bonn F Boring # Pit (;round surface elev 95.30 ft Depth to limiting factor >112 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDRt' _ in Munsell Ou Sz. Cont. Color Gr. Sz. Sh. 'E##1 •Eff#2 1 0-11 10YR2/2 i sil 2msbk mvfr a 3f m 0.6 0.8 2 11-16 10YR4/3 SO 2msbk mvfr qs 3f-m 0.6 0.8 3 1624 10YR4/4 sil 2msbk mfr gs 2f-m 0.6 0.8 i 4 24-33 7.5YR4/4 Is Osg ml gS if-m 0.7 1.6 _t 5 33-112 7.5YR4/4+5/4 s Osg ml 0.7 1.6 s~ Boring Ir? Boring # Pd Ground surface clev. 95.32 ft- Depth to hmihng factor 32 in. - Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence ) Boundary Roots GPD/R' m Munsell Ou. Sz Cont. Color Gr. Sz. Sh. 'film - •E##2 1 0-6 10YR2/2 sit 2msbk I mvfr Cs 3f-m 0.6 0.8 2 6-12 10YR4/3 SO 2msbk mvfr gs 3f-m 0.6 0.8 3 12-32 10YR4/4 sicl 2msbk mfi gs 2f-m 0.4 0.6 4 32-40 10YR4/4 f2d5YRS/8 sic) 2msbk mfi gs if-m 0.4 0.6 5 40 46 7.SYR4/4 Is Osg ml i gs 0.7 1.6 6 46-52 7.SYR4/4 - s Osg ml QS OJ I 1.6 7 52-65 7.SYR4/4 c2d5YR5/8 5 Osg ml 0.1 1.6 f I tJL~~ 7 ~ ' Effluent #1 = BODS> 30 < 220 mgA- and TSS >30 < 150 mg& ' Effluent #2 = 1§005 < 30 mWL and TSS < 30 ng1L i 4 " m c c o -r z 41 = r t ~ r ~ '-f _ a o4 a ~o ~ I VL' L u v