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HomeMy WebLinkAbout040-1012-50-100 Wisconsin Department (~:lrriu Cn:c PRIVATE SEWAGE SYSTEM COL.nty: St. Croix Safety and Building Div sior INSPECTION REPORT San Lary Permit No: (ATTACH TO PERMIT) 582094 GENERAL INFORMATION State Plan ID Nc: Personal information you provide may be used for seconcary rurpcsc : ;Privacy Law. s 15A4 (;1)i,m'] Permit Holder's Name. City `diliage Township Parcel Tax No. Fred Myers TOWN OF TROY 040-1012-50-100 _-ST BM Flew: Insp. BM Dev: BM Descrplicn: Section,rfcwn!Range.rMap No: Al 6 m 1 ~S 04.28.19.50E TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER t I1 CAPACITY STATION BS HI FS ELEV. Septic Benchmark Id T/O~ lj ; t z c~C.CJ T Alt. BM~ F.1 1 Goa Aeration Bldg. Server 7 s Holding St/Ht Inlet l 3 5,2,2- TANK vHt Outlet b SETBACK INFORMATION S (141 ~7 TANK TO WELL BLDG, den to Ai in aka ROAD Dt Inlet Septic Zo Dt Bottom g J Dosing HeaderlMar. 7.1 T7 Aerakin Dist. Pipe 7565 / 4~ (p may/ Holding Bot. System ?5 PUMPISIPHON INFORMATION Final Grade 3 -7 & - Manufacturer Demand St Cover 3 fd~, 3 GPIVI Model Number - rr - TDH Lift Friction Loss System H TD'H Ft Forcemain LengfIT - Dist to''Nru SOIL ABSORPTION SYSTEM BED,'TRENCH Width / I e,gth JiNc. Of Trenches IT DIMENSIONS No. Of Pits Isside Dia. Liquid Depth DIMENSIONS 4e V..~ SETBACK SYSTEM TO P!L BLDG WELL AKE!STRFAM LEACHING Manufacturer: INFORMATION Ty Of System, SRC CHAMBER OR ~vr a S'7 1 G- UNIT Pd I Num er Ld ~n~ S SIr3 y DISTRIBUTION SYSTEM WdJLI Header!klan folc Distr bu i n x Hole Size x HOIc Sparir~ Vent to Air stake Length Dia Langlli Dia bpac ng e SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Cept-i Ove, xx Depth of xx Seeded.Sodded xx Mulched Bed;Trench cente, 4 BedJrcnch (dg.~ ; Topsoil `wow Nc, No COMMENTS: (Include cede discrepancies, persons present, etc.) Inspect on 41. Inspection f#2: Location: 594 HIGH RIDF'. E D ~ Q r!~ 1.) Alt BM Description = It Z ems'' 2.') Bldg sewer length = 36 - amount of cover = 7 60%- l OS~ Plan revision Required? Yes JNo Use other side for additional informal ` - ~~I Date Insepclor's Sig lure Cert. No. SBD-E710 IR 31971 WV o r \ ? • r h ^ Nit a~ IZ/ ~ vT e ~ I^ ~ V y M L c~ ~ 1 v a ~ C ~N lei. 0 T ~ 0 ~N ° o WO RECEIVED 15 MAR Industry Services Division County !3 I iAi~ 14 2016 1400 E Washington Ave T, t~ o/ }C P S P.O. Box 7) 62 Sanitary Permit Number (to be filled in by Co.) ST. CROIX COUNTY Madison, WI 53707-7162 COMMUMTY DEVELOPME Sanitary Permit Application axion Number In accordance with SPS 383.21(2)° Wis. Adm. Code. submission of this forte to the appropriate 3'0tKmmentat unit is required prior w obtaining a sanitary permit. Note: Application fortes for stat&01-v11ed I'OWTS are submitted to Projift Address (if differem than mailing address) the Department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law. s. 15. l m Stars. S A yyi I. -Application Information - Please Print All Information Propertp O%Nmtf s Name Parcel it 6) y. Z g. 11. fie- ~'r, - e' s dyo -SO -/ad Property Ott1er's Mailing Address Property Location S'9y /l x/Qz e x/l/f/vE Govt- Lot City, State Zip Code Phone Number Nl✓ ya. ~J[ V.. Section 4 S N 41I IS `Y'll 71s (circle one I1. Type of Building check all that aPP1 Lot # T0710 N: R _ 19 Ik y) ~Ior2Family Dwelling -Number ofBedroom 3 a SubdiAsion Name /{SS l3locki9 ❑ Public/Commeroial - Describe Use / G,e GsLI a (n 0 1 9-Ew of D State Owned- Describe Use CSM Number & 4HW of /6a.r Tottitn of TR'oY III. Type of Pertnit: (Cheek only one box on line A• Complete line B if applicable) Ne:ty S em D Replacement Sysurn D TreatttiandHoldin~ ~ ~ Tank Replacement Only ❑ Outer Modifigtion to Existing System (explain) 6• D Permit Rennvai D Permit Revision JrCha nge of Plumber D Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner S790 9y- 161.7I/S IV. Tv of POWTS S stem/Com onent/Device: (Check all that apply) NorrPressurizxd in-Group D Pressurized In-Ground D At-Grade ❑ Mound > 24 in- of suitable soil ❑ Mound < 24 in. of suitable soil D Holding Tank D Other Dispersal Component (explain) ❑ Pretreatment Device (m-plainl _ VDispersal/Treatment Area Information: Design Flour (gpo) Design Soil Application Rate(gpdst) Dispersal Area Required (so Dispersal Area Proposed (st) System Elevation so 5' 900 913.0 9t. a Vt. Tank info Capacity in Total # of Manufacturer Gallons Gallons Units New Tanks Existing Tanks / V /N( ~~r UFO = 5 ~U :r. L:7 2 seine or F- vs DOG r Dosing Chiaa r GOD W/LSE~t: G~6nJG. Vii. Responsibiltty Stlitemont- 1, the undersigned, assume responsibility for installation of the POUTS shown on the attached plans. Plumber's Name (Print) Plumbers ' re MPROUIRS Number Business Phone Number Plumlf~'s Address (Stmt City, State; Zip Code) W G,? 98 Sr, wy. a?S N UQANB C~JS Syt,3G VIII. Coup !De rtment Use Oal Approved D Disapproved Permit Fee Date Issued / Issuing Agent Signature D Owner Given Reason for Denial 5 b 3 -17-16 ~ ze, M. Con0 p' ra UReasons for Disapproval 1. Septic tank, effluent filter and ~LP~~'""+ at~ea r>< ~~GSecivecd dispersal cell must tie serL..;cd /maintained as per management plan ipriwided by plumber. 2. All setback requirements must be maintained Q(J(~~ e7a% (~L(~ gcVg[~A -sptN r ra V316Wor the system and submit tot County onty on paper not lea than 8 u2 x 111, whes in sic SBD-6398 (R. 08114) (Dsi3 Tf e a ent, system, indox a d M de pa g,. /.✓tRe.,ro f~ao/rS &M~'L tiaM C: - a®so..~ GI.Z- SYzYI lJ N d8 N 9 G) Lu'-Number. a? BlOdK s+3mber, Parcel LD. M - er d Yo -/0`/.7 - se -~ac Page 1 a- .S' V r r ~ Page d Page 4 A y rr at :i ar pageS Page 6 ~ fdjd r's'a,a7,4e .;pls'D_ Yn~i Pap cc' Page 9 iva e ige; ~!~Lo Dais: 3 - 9-Aoad -nd Desigmed, --f-I 3.9~ rn-G~o S bs p o Qn~ yjamml ? ?'i RF r. .t?l MD-10705- M Q110.0 t b -Tr ::33 !rl n e ~ v ~ p `t w r j ~ t+ Q 6 o F It LN a \ ~S 1 0 11 `w n ypy ~ g v ~ ~ N h ~ $ CJ A a ` ~ b A O ?V p h Nt, w b 0 N ~ D Z A m m DZ 61" $6" ~ I n 42" z M r i v -a 0 LLJ7 m y UP N 1 \ ~ 4" GAS m 0 n n m I 0 3" 36" 4" cn D °P r cn m n . > Fl UP 3$" 4" CAS \rrn m r N / N v m -o D C c ~ > O O F, 0 $ z ° 39" P 4-- M C) < 0 0 cn p fir-- > mDr m rrr 0 m D ID '5 fn ~Om<0< x fit n M Z Z O m 0 -40 r N ZGO Z Z O Q2Q r Z Z' v_ n 0 amp -I v (no > D D~ ]tea m XX inOZ v~C: CD:l N 0 o 0 D O~z DIpZ grvz mA0 OD Z c° o 221x0-( Kip =0010 =s ~~°z T~ m m n m D (n > m O 0 rn ~~z c~i~ \c F~ z 0X.. X -11 ° - -4 a,mzm a, 3 (n a N Z ps r'1 x a°' O? g 0 1 > g 14 o~ p° = s fn TJ -4 M ro 1•• yk f © D O D t" A T~ N O m N _a a 'roDO D a p 2 D N -1(/1 U1 O= -1 m;► 'p a O Q m v n 6"1 X OQO Z> r~m O Q17 v Mmm Im WAd000-' 60 n0 m m O Z \ s `c~ (mi1p br 1 O O° 4~IW n° m ° ZLIE, c vzi oo a a myo sn o ~M • n m< D m 7a Z Y T Z (it z 7+Ql. O t' ~ CA M jaD D • T A n > von o a°o O > 0 Z4 ;d 35 M m m z c r r- I RI =p 0 - Z' 3 m a'o n 0 ° U) ;v rn 0 -f O N m r ° 0 z ;D T- m r g o m o m CA lw MIENEIIIIIIETE DRAWN 9Y: SME SCALEREv: 1 4"-1'-0" PRE-POUR: SEPTIC MANUAL Z W3716 US HWY 10 MAIDEN ROCK. 1M 54750 DATE: JANUARY 2010 DATE:. POST-POUR: ° REVISED JAN. 2010 800-325-8456 FlLE: 1[PI000-1R POW T S OWNER'S MANUAL & MANAGEMENT PLAN Page -ya" e. FILE INFORMATION SYSTEM -SPECIFICATIONS Owner 6YE~t Tank Manufacturer D NA Permits XSeptic D Dose D Holding Volume: /,06o (gal) DESIGN PARAMETERS Tank Manufacturer. Rr NA Number of Bedrooms: 3 D NA D Septic O' Dose D Holding Volume: (gal) Number of Public Facility Units: _ ® NA Vertical Distance Tank Bottom(s) to Service Pad: 7 Estimated (average) Flow : (gadday) Horizontal Distance Tank(s) to Service Pad: Xf (ft) Design (peak) Rovlr (es#imatt;d x 1.5): Specific servicing mechanics must be provided if vertical is t-15 feat or 'Y.SO @MaY) If horizontal is >150 feet. Spectfiic insWctions to be provided on back. In Situ Soil Apprication Rate: S (galidayge) Effluent Filter Manufacturer. ,0"5T D NA Standard (Domestic) InluentlEffluent Monthly average Effluent Filter Model: Gf /o Falls. Oil i£ Grease (FOG) -<30 mgiL Pump Manufacturer Biochemical Oxygen Demand (BODE) MO mglL D NA W NA Total Suspended Solids SS) X150 mg1L Pump Model: High Strength Influent/Effluent Monthly average Pretreatment Unit (FOG) >90 mpIL - Manufacturer (BOD;a >220 mg/l. D NA Q Mechanical Aeration D Peet Filter Iff NA (Ts5) >150 mg/L L] bisinfeation D Weiland Pretreated EMuent Monthly average D Sendi'Grevet Fier D Other. (BOD,) iW mgiL Soil Absorption System (TSS) 530 mail. D NA Mound Ground (pressure) D NA Fecal Coliform (geometric mean) s10` 0 Ad In- At-0Grouradend (gravity) D ❑ MIn- At ound Maximum Eftent Particle Size 3fi in dia. D dNA D Drip-une D Other Other: 0 Other: D NA MAINTENANCE SCHEDULE Service Event Service Frequency Pump out contents of tank(s) ®'When combined sludge and scum equals onethlyd (3S) of tank volume Q When the high water alarm is activated inspect condition of tank(s) -At least once every: D month(s) (Maximum 3 years) D NA 3 0 yearls) Inspect dispersal cell(s) At least once every: 3 13 13 month (s) (Maximum 3 years) D NA Clean effluent filter At least once every: 1.3 19 month(s) D NA D year(s) Inspect pump, pump controls & alarm At least once-every: month(s) W NA Q year(s) Flush laterals and pressure test 'At least once every:, month(s) NA D yearis) Other. At least once every: o mom s() [2 NA Other. D NA MAINTENANCE INSTRUCTIONS Inspeedt)ns of tanks and Sal absorption system shall be made by an individual carrying one of the following Iicenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Inspector, POWTS Maintainer or Septage Servicing Operaior (pumper). Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and a check for any back up or ponding of effluent on the ground surface. The soil absorption system shall be visually inspected to check the eitiuent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on. the ground surface may indicate a fairing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any treatment tank equals one-third (3) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing operator (pumper) and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code-. All other services, including but not t'rrnited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of X12 months, shall be perfomted by a certified POWTS Maintainer- A sPriVlce report shall be Provided to the local regulatory authority within 30 days of completion of any ser%dca event STAR; UP AND OPERATION Page of For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products, solvents or other chemicals or sediment that may impede the treatment process -and/or damage• the soil absorption system. N high concentrations are detected have the contents of the tank(s) removed by a Septage S"cIng O eretor Pump tanks mat fill above normal hi hwater levels p (pumper) prior to use. conditions s no recommended, as the excess prior to startup or due to pump failures. Start up or restoration of power under these conditions that m wastewater will berdischarged to the soil absorption system in one large dose causing an overload may result in the backup or surface discharge of effluent and damage to the system. To avoid this si cation have the contents of the pump tank removed by a Septage Servicing Operator (pumper) prior to restoring lower toe pump or contact a Plumber or POWTS Maintainer to assist in marnralty operating the pump controls until normal effluent levels are restored within the pump tank. System start up shad not occur when soil conditions are frozen at the infiltrative surface. Do not drive or park vehicles over tanks or the soil absorption system. Do not drive or park over, or otherwise disturb or compact, the area witttin 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 treatment tanks and soil absorption system: acids, antibiotics, baby wipes, -cigarette butts, condoms, cotton swabs, degreasers, dental Doss, diapers, disinfectants, fettfoundation drain (sump pump) discharge, fruit and vegetable peelings, gasoline, greases, herbicides, meat scraps, medications oils g products, pesticides, sanitary napkins, solvents, tampons,'and water softener brine discharge. ABANDONMENT When the POWTS faits and/or Is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with s SPJ'383.33, Wisconsin AcMliNstrative Code: ; All piping to tanks, pits and other soil absorption systems shall be disconnected and the abandoned pipe openings sealed. o The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator (pumper). o 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: N' A The suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. replacemen setbacks from t am could be protected from disturbance and compaction and should not be infringed upon by required existing proposed structure, tot tines and wells. Failure to protect the replacement area will result in the need for a new soli and site evaluation to establish a sLdable replacement area. -Replacement systems must comply with the rules in effect at the time of their permit issuance. ❑ A suitable replacement area is not available due to setback and/or soil fimitatiorrs. If the soil absorption system cannot be rehabilitated and barring advances in POWTS technology, a holding tank may be installed as a last resort ❑ The site has not been evaluated to identify a sLftWe replacement area. Upon faildre of the POWTS a soil and site evaluation must be performed to locate a suitable replacement arm. 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 TREATMENT TANKS, PUMP TANKS, AND HOLDING TANKS MAY CONTAIN POISONOUS GASSES OR LACK SUFFICIENT OXYGEN T8 SUSTAIN LIM NEVER ENTER ANY TANK UNDER ANY CIRCUMSTANCE DEATH MAY RESULT. ESCAPE OR RESCUE FROM THE INTERIOR OF A TANK MAY NOT BE POSSIBLE=. At]DITIONAL tN87'RUCTIONt3: POWTS INSTALLER POWTS MAINTAINER. Name G El Name •Td wJ L444' 7.?- ~4Y,E Li+iv,~.✓t Phone Phone 5,66 SEPTAGE SERVICING OPERATOR PUMPER - LOCAL REGULATORY AUTHORITY Name Noma ,Sr e4,w)e Co. 74WI. Ae ®ff/~E Phone Phone ~/S 30011 - l y 8D C~~ N a 3 q w CAS t4 ~ j L' m ~ ~ ~ 2 r ~ n S fJ I T n U fbI ® ~ N s O I P°* F ~ G < ~ m s ro M~ C w j° ro rm rp 4 m - »3 ^ma ro a ~m~f0.mmw ~ Ti 03 t O' u cn, a rb I M.A. 0}rg N Q K Q -p m !r to „ m m ~ in S ~ ~ o or Cn ° 3 ro m a~ m G° o a 3 7 " H C. 7 O m ? M"~'f V a c O 11 mN y IDJ _ 3 O O O r! 7 ' O st ^ SS sN t ?S 73 C$ CD f9 9- ~ _ ,mss. sue,:-~s m O. O =0 ~n ro O pv+o o_y ~ Q' A~ L C O N O ~ .V-e O O ~ a y fDy j ry rr"_ i d CD G ~ ~ ~ ~ tp a ~ ~ Q ~ CL T ry N V V~ 70 ~ d m 3 ci q~ A n°oa? ~I moron ~0-C _ s 3D% ?m point ~ m n Q ~ N lD '6 vpr~+ O n ~ ~ ~ ~ *D ~ N 1 d o g ET3 (D m S2 n a 23' IT a n' ?s A +S° n 1 ? o F Q o o o g O m a Ali m ❑.n n' -m, N~ p F V T t~ (p rl" a ~tl m ~ RI tD y ~ c ~ n IV, A ® Lo 3 16 r m t!1• y V. C d IA CD x r; ro ~'a o v a gC-NZ' m a !1 ~ n ro rl) m 3 0 M O m K ~c F Q [D m I VS ~r RECEIVED P A ) SOIL EVALUATION REPORT 2407 WiscCcra~aa serck s,Went AM 2 Q 2015 >es 38~ Page 1 of 3 FP'~S in accordance with Cemn*86 Wis. Adm. Codt A.C.E. Soil & Site Evaluations COUNTY Attach corg~t~plpq~ CPh 834 x 11 inches in size. Pla tent) include, bd o: >ra and horizontal reference point (BM), directio St. Croix percent slope, scale or dimemsions, north arrow, and location and distance tc Parcel I.D. 049,101 -50-100 Please print all information. Revi By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. ~0 Z ~5 Property Owner Property Location J Fred Myers Govt. Loll NW 1/4 NE 4 4 T 28 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Na or CSM# 594 High Ridge Dr. 2 na CSM Vol. 6, Pg. 1625 city State Zip Code Phone Number city Village ✓ Town Nearest Road Hudson WI 54016 715-821-1185 Troy Old Hwy 35 New Constructior Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Glacial Outwash Flood plain elevation, if applicable na General comments; and recommendations: Soils suitable for conventional dispersal cell at 0.5 gpd. Recommended linfiftrative surface elevation to be 96.00'. i i ❑ Boring # Boring Pit Ground Surface elev, 100.21 ft. Depth to limiting factor >94" in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/fN in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh 'Eff#1 1 0-11 1Oyr3/3 none sit 2mpl dh cs 2vf,fm 0.0 0.2 2 11-18 1Oyr4/4 none sil 2msbk dh cw 2vf,fm 0.6 0.8 3 18-43 7.5yr4/6 none Is Osg dl 9w lvf,fm 0.7 1.6 4 43-72 1Oyr5/4 none s Osg dl gw lvf,fm 0.5 1.0 5 72-94 10yr516 none s Osg dl - - 0.7 1.6 74 H#4 contains 1/8" -1" bands of Osg dl 10yr5/4 Ifs spaced at - ante als hroughout horizon. Loading rate adjusted to reflect reduced permeability o o horizon associated with banding. 2 ] F 6e Boring # Boring Pit Ground Surface elev 99.50 ft. Depth to limiting factor >96" in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft In. Color Qu. Sz. Cont. Colo Gr. Sz. Sh 'Eff#1 'Eff#2 1 0-11 10yr3/3 none sil 2fgr dsh cs 2vf,fm 0.6 0.8 2 11-25 1Oyr414 none sil 2fsbk dsh cw 2vf,fnl 0.6 0.8 3 25-40 7.5yr4/6 none Is Osg dl 9w 1vf,fm 0.7 1.6 4 40-75 1Oyr5/4 none s Osg dl gw 1vf,fm 0.5 1.0 5 75-96 10yr5/6 none s Osg dl - - 0.7 1.6 qV qls- f H#4 contains 1/15' -1/4" bands of Osg dl 1 ,spaced at10 -18 e s throughout horizon. Loading rate adjusted to reflect reduced permeability horizon associated with banding. Effluent #1 = BOD 6 30 <220 mg/L a TSS >30 <)150 mg ' Effluent #2 = 8005 _30 mg/L and TSS < 30 mg. CST Name (Please Print) Signa re: CST Number James K. Thompson Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, W154020 8/13/2015 715-248-7767 • Property Owner Fred Myers Parcel ID # 040-1012-50-100 Page 2 of 3 F3 ] Boring # Boring Pit Ground Surface elev 100.71 ft. Depth to limiting factor > 103" in. Soil Application Rat Horizon pth Dominant Redox Description Texture Structure Consistence under Roots GPD/fF in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh 'Eff#1 'Eff#2 1 0-9 1Oyr3/3 none Sil 2fgr dsh Cs 2vf,fm 0.6 0.8 2 9-19 1Oyr4/4 none sil 2fsbk dsh Cw 2vf,fm 0.6 0.8 3 19-30 7.5yr4/6 none Is Osg dl gw 1 vf,fm 0.7 1.6 4 30-78 1 Oyr5/4 none S Osg dl gw 1 Vf,fm 0.7 1.6 5 78-103 1Oyr5/6 none s Osg dl - - 0.7 1.6 1 L At 11 r/ ~ ~r ❑ Boring # Borin g Pit Ground Surface elev ft. Depth to limiting factor in. Soil Application Rat orizon Depth Dominant Redox Description Texture Structure onsistence Boundar Roots GPD/ft- in. Color Qu. Sz. Cont. Cob Gr. Sz. Sh 'Eff#1 'Eff#2 ❑ Boring # Boring Pit Ground Surface elev ft. Depth to limiting factor in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft% in. Color Qu. Sz. Cont. Cob Gr. Sz. Sh 'Eff#1 'Eff#2 * Effluent #1 = BOD 30 <220 mg/L and TSS >30 < 150 mg * Effluent #2 = BOO < 30 - a _ mg/L and TSS < 30 mg, 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. SEID-8330 (8.07/00) A.C.E. Soil a Site Evaluations i ~1 ~ -Ser.% edG/uctt~io~~L~ ~Q.o. c~. SS7. 69 ~ << a(ir(c ciJ~Oio~o, dor App4-ox, /,o c&,6- e F A.o(s v , c.) SYD/6 c _ cr s~„y 'rcs:d•. ce. Q !-~tL, cs,.lvar° G, /GZs c~ A T, aFTof; • CPO, XGr., r,J! /,cc/. A, cwo./oi.? - sU-icy btill9 1 acecf w V ~L. LyfC:Ke y9,Z8 ' E1~i~~ry 3kt~J ^ - _ wwdtcl ~ d • l~.J~.Ck~~.f Qis:denct d2 t`SrK s~ E/ 430' 3 0~3