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Home My WebLink About040-1326-15-000 Wiscons' i Department of Commerce PRIVATE SEWAGE SYSTEM County. Safety and Building Division St. Croix INSPECTION REPORT Sanitary Permit No: GENERAL INFORMATION (ATTACH TO PERMIT) 582071 Personai i0ormabon yeu Pro•;ide may be used for secondary puTimses [Privacy Law s 15.04 (t;; my State Plan U No Permit Holders Name: City Village Township Parcel Tax No. DCCI Investments, LLC TOWN OF TROY 040-1326-15-000 CST 9M Elev Irsp, BM Elev BM Descripo❑n 5.2- }1/~ ~ Section; TcrwniRenge/4lap No TANK INFORMATION I 17.28.19.2207 ELEVATION DATA TYPE MANUFACTURER CAPACITY ~ STATION BS III FS ELEV. Septic Z ,1 e~5~f . 3 Q Benchmatic Alt. BM ~7 •Z /~3 d l a L Bldg. Sewer , a 5 3. Holding r~.r 9. 3/ff V. 0~ SO It Inlet / ~I TANK SETBACK INFORMATION SUHt Outlet TANK TO (t 'H'ELL &J. JROAD Inlet 7Z -7 Ut ` Septic rC Ut Bottom ~J~ ~1 Dosing lD Header!P,1an. Aeration S • C7 - 1 Dist. Pipe IZ,Z, Holding ~4 ~ ~ z Bot. System ~ a Final Grade PUMPISIPHON INFORMATION, ivy 1 9 Ivlanufacturer ~ Demand St Cover I's p GPM I'd Model umber ! TD Lift Friction Loss Sysle H Ft Forcema ia. Disl tc Well SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No Of P,ts Inside D a Liquid Depth DIMENSIONS 7-5 3 -17'f r _ , - SETBACK SYSTEM TO PiL BLDG WELL LAKE!STREAM LEACHING Manufacturer. INFORMATION t/~1 c CHAMBER OR ,~Z CIS Type C Syste AAk 35 1: 5 UNIT G d r(ff'r Model tvumber DISTRIBUTI SYSTEM o~ 7,5 _ ¢ Header/Man pl~ Distrbution ' to g' t~/Ilrr } ~5 Dia~ th~ Dia~ , x 1io x Hole Spacm Van! to Air Intake ~9 az 5 Len h Spacing `~9 SOIL COVER I~- =Bed.,7rench sure Systems Only xx Mound Or At-Grade Systems Only rr ~j Depth Over ver xth of 3edrTre nch CeOver Edges Seededi5odded Mulched ~ ~es I No ~ Yes I Ne COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 414 MEADOW rVA~LLEYyTRL C~ Q n s I~Q~ S C. 1.j Alt BM Description = Wt t 1 ~ ~ Ix 2.j Bldg sewer length = ? 5 On. 50, 4.~, a / V - antount of cover = J e.a ~ S 16 ~~.le.... Plan revision Required Yes No L ri d r I I ~ I I Use other side for additi onal information. I w7 II 3 I~1 I`Vw ~ ~ I Y SBD-6710 (R 3197) Date Insepctor's S ature Cert No. n t, I Safety and Buildings Divis on ST. CROIX $ P 201 V.I. Washington Ave.. P 0. Box 7162 San:tat~ Permit Number (to be lilted in by Co.) Madison, Vdl 53707-716, 5.l '-ir S,~tfitarYPermlt Application State TransactionNumbcr j In acc,md,mce with SPS 3%z Z(t ) tNn Adm (,,9c, subwiw n oYftitti,s torn t, the tppr, priate gw.cmntenud unit s rcquoed pnar to obtauum a stn tar p;m n St [c. 46iicah n forms ?rr state- u it d Pi AV fS arc ,ubnuunl to Proicct Addn•s W ci1crent than Healing address) the Deparhnent of Satcl} a nd I'rut Tonal Sel%it's Personal l i t twination you Prat Tit tna be used for se ,udar ru pu,_cs ir: attuniancc ttiththe I'rt•:ac, Last, s. Star, ( I(nl Ii Ila I MEADOW VALLEY TRAIL 1. application Information - Please Pri Info n HUDSON, WI 54016 DCCI IP;VESTMENTS, LLC rarcrl= r~ I'rupcrty Oancr's hlailmg.Address n +'3~`~ W~ CC~ P.O. BOX 445 I'rapeny Location ('m:. State - Li Ciott Lal _1 p Code Phone Nuntlxr NEW RTCHMOND, WI NW NW section! 7 _ 54017 715-246-2320 (circleonc) If. Type of Building (check all that apply) Lot u I 2 5 h, R 19 E,, I 4 1 or 2 Famd% Dtt.clftm{ Number of fiedr ows _ Klcxk 15 Sabilmsron Namc . n Public/Cumrnercial Describe Use _ Y~O ~ 1 4w~ ~ City of 41T~ Ottr d D.-scrrjbc,,,,(lse _ P CS41Number Vtllaltrul r t~/"'S 15 r 15 r1. 5 Z fi~0►.x~ Town of TFt~Y . pc of Permi t: (Check only one ox on line .A. Complete line B if applicable) ,e r Netc System C Rcplaerment System Trcalmcrt'Hulding Tani Rcpiaccment Only r M1lodr`ication to Existing System Icxplatnl Permit Rcnettal Permit Rc•.isior ChangeofPbambrr U ❑ Permit T,=,ferrn tious Permit Number and Date I.&ILCLl Before 1-pirxwn Otcner i IY. T} Pc of PO__ hh~~ Svstem; -Tf nenL Desico: (Check all that apply) W Nun-Pressurized In-lbound J Presst:nied In-Ground ❑ At-Grade 1 Mound > 24 in ofs~wable soil L ~ - hlouud _d to of suitable soil Holding Cank I Other Dispcrs.tl ('anti oncat (explain)--- _ ❑ Prctrcauncnt Dctice (raplarnl_ D fks,gqzri is ersal/71'ca ent Arcs Information: Flott Igpd) Design Soil Application Rateirtx•s Dispersal Arca Rcquircd 750 (sf} Dispersal Arca Propostd {s ' S rm F.lecauu .7 1,072 N'1. Tank Info 1 L 103.4 Capacm in Rr ; r aC - Manufacturer anuiacturer Ci;dfun, I Cialluns t'nils Sow lacks Fvsrin~, faalu ---J - . ~ w d D i C: in r 7> u.•v 2 525 Scpttcorffulding lank 10QQ/h00 Q 1600 1 T ESER X Dosing (hamfx•r ViL Responsibility Statemen(- I, the undersigned, assume responsibility for installation of the P0~4"IS shown on the attached plans. Plwnhe: s Name (Print) PlumberSignature MP;DIPRS -Number Nosiness Phone Number PAUL KOEHLER 225410 Plumber's Addres, (Street. City, Sta:e, Zip4 'we' 7 1 5-246-2660 321 WISCONSIN DRIVE, NEW RICHMOND, WT 54017 1 VItI. unty,~De artmcnt_ Use Only h pproted -h Pttmit Fer Date sued f Isswn ~ . gent Signatur n cn Reason fi,r Drniai S • Ob 1. / IX. Condi p Tasons for Disapproval 1. Septic: ank, e•fluent filte• and 3 Vb disper •I cell rnusi all be s=r.lr.•s ! ❑=rtaire.: as per managernent plan pro rtded by plumber. C 2. AS l k requirements must be ma ntFined `~+ne•.~ OY p P*r 111FIFAUbs l:r)dR / :ittin2l,10l3, Attach trt eomplete plain fur the system at--td whmitr A o f"i anh(esf thaq 112 z I I inches in sM 11`~ ya- . 1 SRD-h39$ (K. I I!I l CONVENTIONAL COMPONENT DESIGN Res,dential Application INDEX AND TITLE PAGE Project Name BI.AIR & LISA Y-UH Owner's Name DCCI Ii`TF.S1 fENTS. LLC Owner's Address: P- n BOX 4/5 NFL; R I r:1WO-ND. WT 54017 Legal Description: MW 1/4 ?1t,' 1/4 SEC"/ T 25 N R 19 Township 'T'ROY County S. T CROIX Subdivision Name MEADQW VATyFY OF Number i 5 i Parcel ID Number: nun-1 126-1 5-000 i Page 1 Index and title ~ Page 2 Plot Plan Page 3 System Sizing & Cross-Section Page d Filter Specs _ Page 5 Maintenance Information i Page 6 PAar,agement Plan Page / St. Croix Cty Septic Tank Maintenance Form i Page 8 Warranty Deed Page 9 CSM or Plat Attachments: Soil lest & House Plans Designer/Plumber- PAUL KOEHLER License Number: 225410 Date 2L4/j 6 Phone Number _ 715-246-2660 Signature Designed pursuant to the In-Ground Soil Absorption Component Manual for POW-TS Version 2.0 SBD-10105-P (N.01/~I Past: 1 I 'I, ~Brl - _ 1 4 C 1 ~ ~ R T-- ~ 1~. .rte I Jai / cy_ g r I-j f F 9 8 l S1a~,~, : 1o°/ ,I FjU4 Q Svc ~~Jlsip LJ 1 r~ t~ 1;1163 . Y - 00 rr~ „c1 2 IUD '9 1 ! ct..~l 3 1~ H ~ a cq AID 1'1SD ! W4 . 1 P o_c oil ~r SOIL ABSORPTION SYSTEM DETAIL; GRAVELLESS LEACHING UNIT Page-of Project Name: No. of Cells Per Cell ~j It Cell Width Total No of 1 J tt Cell Length S p sq fi EISA Per Cell j tt Cell Spacing so n Total EISA Manufacturer Modol Laying Length EISA Rating L71203.1-5ft 5.0' 25.0 Infiltrator EZ12AH-15ft 100' :70 Gravelless Leaching Unit Manufacturer: /7,-,7 ; Gravelless Leaching Unit Model: Typical Cross Section Finished Grade%t-- f: - - Observation Pipe with approved cap or vent \ r. I ; Soil Backfill in ■ _ Geotextile Fabric ; n Infiltrative Surface O 12 Limiting Factor } Slotted and Anchored Vent/ Observation Pipe with Cap 00000' , Plum berlDesigner Signature: License / - _ Date: 't, f %D POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page FILE INMRMATION SYSTEM SPECIF=ICATIONS _ Owner DCCI INVESTMENTS, T,T.C Septic Tank Capacity ~ ❑ N. Pemirt x l .000, hOQ-- qa( Septic Tank Manufacturer WIESER O No DESIGN PARAMETERS I ffluent Filter Manufacturer POIN1,01K d No Number of bedrooms q NA Effluent Filter Model 525 U Nr Number of Public Facility Units _5.00 0 NA Pump Tank Capacity gal U N t Estimated flow (average) 750 gal/day Pump Tank Manufacturer _ U 4e Design flow (peak), (Estimated x 1.5) . / al/day Pump Manufacturer ❑ N.o Soil Application Rate al/day/ft2 Pump Model ❑ NA Standard Influent/Effluent Quality Monthly average' Pretreatment Unit ❑ NA Fats, Oil & Grease (FOG) 530 mg/L M Sand/Gravel Filter ❑ Peat Fihar Biochemical Oxygen Demand (BODS) 5220 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSSI 5150 mg/L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Coll(s) ❑ NA Biochemical Oxygen Demand (80D51 S30 mg/L ❑ In-Ground (gravity) ❑ In-Ground (pressurized) Total Suspended Solids (TSS) 530 mg/L ❑ NA ❑ At-Grade ❑ Mound Fecal Coliform (geometric mean) S10' ofu/100ml ❑ Drip-Line O Other. Maximum Effluent Particle Size Y in dia. ❑ NA Other: ❑ NA Ottrer: _ ❑ NA Other-. ❑ NA "Values typical for dumestic wastewater and septic tank effluent. Other: ❑ N,% MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once ever 0 month(s) (Maximum 3 ears) ❑ Nt% y' 3 b] year(s) y Pump out contents of tank(s) When oombined sludge and scum equals one-third of tank volume 3Y ❑ NA Inspect dispersal cell(s) At least once every: 3 Ely ar(s)(s) (Maximum 3 years) ❑ NA Clean effluent filter At least once every- T year( j(s) 13 NA Inspect pump, pump controls & alarm At least once every: ❑ month(s) 12 NA ❑ year(s) Flush laterals and pressure rest At least once every: .0 month(sl fa Nt ❑ yearls) Other: At least once every: ❑ month(s) ❑ Nl 13 year(s) Other: ❑ W. I _j 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 Sower; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tarrk 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 scurn and to check for any back up or ponding of effluent on the ground surfae;i. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any pondir g of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires tlie immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third (Ya) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 11:3, 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 512 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. START UP AND OPERATION Page Z of For new construction, prior to use of the POWTS that may impede the check treatment tank(s) for the presence of painting products or other ehernic treatment process and/or damage the dispersal cell(s). If high cuncentrations are detected have the conte of the tank(s) removed by a septage servicing operator prior to use. Systom 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 discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restori power to The effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls 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 ar 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 life of t POWTS, antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; f, foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications, c. painting products; posticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS falls and/or is permanently taken out of service the following steps shall be taken to insure that the system properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: a All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. 4110 The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. a After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled witl 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 Complian replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorptk)r system- The replacement area should he protected from disturbance and compaction and should not be infringad upon 1» required setbacks from existing and proposed structure, lot lines and wells- Failure to protect the replacement area Y. it result in the need for a new soil and situ evaluation to establish a suitable replacement area- Roplaeernent systems muss comply with the rules in effect at that time. El A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWYS technology a holding tank may be installed as a last resort to replace the failed POWTS. m alua be rng afik e ac ~f:7,0;4t$ rTM~:,, -ONS '(lG~l f7~+ ❑ 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 ANDIOR INSUFFICIENT OXYGEN. DO NC T 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 DiFHCULT OR IMPOSSIBLE. ADDITIONAL COMMENTS f PO WTS INSTALLER POWTS MAfi1TAIMER Name COUNTRYSIDE YLC`•IBING HEATIN , Name PAUL KOEHLER Phone 715-246-2660 Phone 7-15-246-?660 SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name DARRELS SEPTIC SEKb'iCE Name ST. ilfko l dTY 24DAII ~tJ Phone /15- 425-1025 Phone ~1 3 W~- </&X0 This document was drafted in compllance with chapter Comm 83.22(2►(b)(1)(d)&(f) and 83.54(11, (2) & (3), Wisconsin Admin;strative Code. ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND 0Vv-NERSIIIP CERTIFICATION FORM Owner/Buyer 'Mailing Address r ix'' W~ ProPerty Address (Verification required from Planning & Zoning pail enr City/State 0 C, + j ( Parcel Identification Number LEGAL DESC'V/ Property Location ` AIV'V Sec. , T Z~ rzC r . A N R W, Town of , Subclivisiatt ~'vl~~+{~ , - Lot # . Certified Survey Map # - Volume Page# Warranty Deed # Voltune Pal e Tai z~ Spec house yc o \ Lot lints identifiabl vc SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of votrr 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 inraste disposal system. Qwner maintenance responsibilities are specified in §Cotnnr. 83.52(1) and in Chapter 12 - St Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Plarrrring & Zonui D owner and by a master ]umber. 'ourne ~ S cparnnent a certification form, signed by the p. J yman plumber, restricted plumber or a licensed pumper verifying that (I) the on-site wastewater disposal system is in prnper operating condition andlor (2) after inspection and pumping (if necessary), the septic Cant. is less than 1/3 full of sludge. I/we, the, undersigned have read the above requirements and agree to amintai'n the private sewage disposal system with the standards set forth, hereiq as set by the Department of Commerce and the Depart Certi ication stating that your septic system has been maintained must be complle ed ant of Narurftl R. State -of Wisconsin. nd returned to the St. C oix County Planning & Zcmutg Department within 30 days of the three year expiration date. lAve certify that all statements on this onn are tnte to the hest of my/our knowledge. Pwe am/are the owner(s) of the property described above, by virtue of a wa my deed recorded in Register of Deeds Office. Number, bedro ! '47 IG 'ATj01FAPP CANT(S) - UATE ***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 it reference is trade in the warranty deed. (REV. 08;05) IF F PDLYWnlp~,K M - } rr no~ations in rrer-ar P.: ac, rtia oa Zab I 171 _ - 7 7 f _ l f t U t' I1 t' t l t e l & "VniewaterProa,,ts rook r,.;. PL-525 Filter The PL 525 Filter is rated for 10,01'M GPD (gallons per day) snaking it one of the largest filters in its class. It has 5?5 linear feet of 1/ 16" filtration slots. Like the PoIN-lok PL-'122, the Polh,,lok I'l -525 hay an automatic shut-off ball installed with every filter. 41'hen the filter is rernoved for gleaning, the bell will float up and temporarily shut off the system so the effluent won't leave the tank. Features: 1,/16" Filtration Slots • Rated for 10,000 GPD (gallons per day). 110,000 GPD i (uptionaq • 525 linear feet of 1/16 filtration. Accept; i ' P%-( • Accepts 4" and 6" SCHD 40 pipe. - f:xtec~un, 1 [an~ile • Built u1 gas deflector. ti • Automatic shut-off hall when filter is removed. ~ !ta'~d fnr • Alarm accessibility. 10,010 c;Pp • Accepts PVC extension handle. PL-525 Installation: s Ideal for residential and commercial waste flows up to 52~ Linear Ft. A t of 1!16" 10,000 gallons per day (GPD). tihration s'~,r 1. Locate the outlet of the septic tank. 2. Remove the tank cover and pump tank if necessary. Accepts 4° 3. Glue the filler housing, to the 4" or 6" outlet pipe. If sCHD 40 pipe the filter is not centered under the access opening use a Polvlok Lxtend & Lok or piece of pipe to center filters 4. Insert the P1,525 filter into its housing. Certified to 5 Replace and secure the septic: tank c over. 77771 NSFIANSI Standard 46 PL-525 Maintenance: The PL-525 Effluent Filters will operate efficiently for _ several years tinder normal conditions before requiring _ cleaning. It is recommended that the filter be cleaned every time the tank is pumped, or at least every three r , s years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter (;as Deflector needs servicing;. Servicing should be done by a certified septic tank pumper or installer. Automatic Shut-Ott gall 1. Locate the outlet of the septic tank. 2. Remove tank cover and pump tank if necessary. 3. Do not use plumbing when filter is removed. 4. Pull PL-525 cartridge out of the housing. f 44 5. Hose. off filter over the septic tank. Make sure all4 solids fall back into septic tank. rj h. ln~ert the filter cartridge back inLo the housing makin ; Outdoor Smartk-iiter r Alarm Cxtend .Cr Lok" sure the filter is propc:rh Aig ped and completely inserted f c,1t lok, Zabel & best t,ltcrs .,crop' easily installs 7. Replace and secure septic tank cover. the smartFitker'r Switch and t,L,rn,. into existing tank. Polvlok.. Inc. 3 Fairfield Blvd. NS'allingfoid, CF 06492 7611 Frec: S771 765.9565 Fxx: 2113.284.8514 w%%-, .pohlok.coitt ,8b'bZET 3„6b.00.005 b TMN3H13O9 /IM \ LS'OZb ,L9'ZOZ ,0 99 N ,ST'TFZ o to uai 75' /63 204* O ~b 2 z P I I: 0. ! £E CI n , 10 ~•,y / ice'/~ti, ~ 1ri (4 / mac>/ ,y/ / ! e V•+°r I / r1 •Lg' / Y ;55.9?' AD'S 3..67.86.60y in n`' nr l ZC'E8I N in 507'04'17"E 9-4 386.86' sor_na_: _ ^ ~ r: r 'r f / /r ' •S2 7 ~ 5 U6°r~~ti M /``0~',~ C, a , Q J , _ ti 'It. y 5 a°y / n ~4 ~o / n z n / N 3„ Ol• ti. 113 A b'ti d 2 LM tj (VD / ` / o ! v / > L 8b 9l Il F • I - % ACV , 1 I / - - d ~•,1 r 7 ~P 1 \ t e ~ fit, \ 1 r _ I Q - - _ - B57 d31 1-4, I - t _ _Q - I ` 61 01 f \ \ \I B58 36+0 37+00 ` 1 - \ 1 882 , 88 f \ - i 1 ,vF,eic l 1 \ 8g4, I ~'l 1_ T vl 1 W i ` C~- r 11:1 WORM SG4E: oy~~"3S \ \ o zo so eo . . .CZR7 1~ - V oss-mmldw :]Ili 9S t~8 - ; Z~: 008 6 'af10d-_SOd :3 00/00/00 31V0 OSL4S VA "ADOa N3017W Ol AMH cr r'._i4 W \C),- ivcli ~O~ M3831M ldnNdW ~LLd3S =3 VOS dOM l8 NMbaO LLJ :8nOd-3ad ,0-,'.=J 1 Y = \ mi-OS9/o00ldnrN 0 w LLJ a LLJ C) H Q U w 00 O w O U < v v~ w In d J Z z D w Pa CY EL M of L'i la JLJ CL w r LA < Q Q D Z Z \ m w Z m a w i w H a J U J Z O U Z O a o g ~ a z oQ 3 LL 0 F CO z CL z v; M ~U 0 0 -j Q ^M ? N = OOv Y 4 d 0 Q Q~ O a U a E~ Q a S _ O~ N. 0 C) Li I w; NN 100 N F a- (n U Uz L5 Y~ O V1 nLWW!U) ^Z~~ Q m CO a wn O 0 0 7 J 8 8 U) U m U w Y z J M J od==~ I w- o°-= oo ° a o z xX °w~ Q ~aooQwW~LLJ a~ a w ° ~2 ~o 3mU<7xW m~ < r t o zY ow °Q z o z z a of F °U~ J Q w N Q I V) U W D z "bb a o a 7z m w a D w a a I I ~ I I, III ~ ~ ck! r` II II I i I I I II II I f V) Ld w ~ I I ~ X I I 13n31 ninon l _ o 0 ~I Q ~w IF 1- lb I ~I °U- II I w ~I a ~m I~ s I ..sb f F 0 11 Q J I I 463 W I I f I I I' C, Ir, _.J.. Q L z Q w w w ~ z a OOMI "gb r z .ZL sb LS i Departmenkgt EiV E66L EVALUATION REPORT #1754 sPt Safety in accordance withCorrm8f--Wis: Adm. Code Page 1 of 3 Professional Service n 1 , - "I 1 I 4 Schmitt Soil Testing, Inc. ' i1t~u Attach complete site plan on paper not4~Iee,,~~~ I2County R; inches in size. Plan must St. Croix include, but not limited to: verticgt>ni3tleli~~r}td~ rRp pmt BM . direction and - - Percent slope, scale or dime Pr18, RRf1►Yaft6v4~ot~~dit'and distance to nearest road. Parcel I.D. Please print all information. iewed B Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). / i, _ a y Property Owner Property Location w~~~ I DCCI Land Planners Govt Lot NW114, NW1/4, S17, T28N, R19W Property Owners Mailing Address Lot # Block # Subd. Name or CSM# 1505 Hwy 65 P,O. Box 445 15 Meadow Valley Of Troy City State Zip Code Phone Number City Village Town Nearest Road New Richmond WI ; 54017 Troy East Cove Rd New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate _60_0 GPD Replacement Public or commercial -Describe: Parent material Outwash Sand Flood plain elevation, if applicable NA ft. General comments Area is suitable for a conventional system with a 0.7 gpdi'sgft rate. Possible system elevation for Area 1 is (Step Trenches] 103.4'& and recommendations: 102.9'. Slope is 20%. ex MEW 1 ytl lpl!ik /1y1 Per s7' 131 ^d of- 40 14Cd ueeA- F Boring il Boring # Pit Ground surface elev. 104.24 ft. Depth to limiting factor 98+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description i Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color . Gr. Sz. Sh. •Eff#1 •Eff#2 1-- ; 0-14 I 10 r3/2 none gtsl -2fsbk mvfr a 2f,1vff 0.6 1.0 1 2 14-23 1 10yr3/4 none grls icsbk mvfr gw 2vf 0.7 1.6 3 23-59 10yr5/6 none cos Osg ml cs 0.7 1.6 4 59-64 10yr5/4 none vgrCois Osg ml cs 0.7 1.6 5 64-98 10yr6/4 none cos Osg ml 0.7 1.6 Boring 2 Boring # Pit Ground surface elev. 106.54 ft. Depth to limiting factor 115+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _GPD/ft' in. Munsell Qu. Sz. Cont. Color I Gr. Sz. Sh. •Efr#1 •Eff#2 1 0-10 113r3/2 none sl 2mgr mvfr as 2vf 0.6 1.0 2 10-24 7.5yr5/6 none grs Osg ml I cs ivf I 0.7 I 1.6 - 3 24-115 10yr6/4 none grs~ Osg ml 0.7 1.6 t - -ei IL Effluent #1 = BOD•,> 30 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS 1.30 mg/L CST Name (Please Print) Signature: - - CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 5/6/2014 715-760-1978 YY~~ SBDA__,I',(H I77 Property Owner DCCI-Land_Planners - - Parcel ID # Page 2 of 3 Boring # Boring Pit Ground surface elev. 109.69 ft. Depth to limiting factor 115+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary, Roots GPD/ft2 in. Munsell Qu. Sz Cont. Color Gr. Sz. Sh, 'Efl#1 'EffM2 1 i 0-9 10yr3/3 none grsl I 2mgr mvfr as 2vf 0.6 1.0 2 9-23 7.5yr5/6 none grs ! Osg ml as lvf 0.7 1.6 3 23-114 1Oyr6/4 none grs OSg ml 0.7 1.6 i - rL_ - t~ I Boring '4 Boring # Pit Ground surface elev 103.55 ft. Depth to limiting factor 74+ in. - Soil Application Rate Horizon Depth Dominant Color Redox Description ! Texture Structure Consistence Boundary Roots G_ PD/ft2 in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#? 'Eff#2 1 0-11 10Yr3/2 none sl 2mgr mvfr as 2vf 0.6 1.0 2 11-23 10yr4/4 none grs! 2msbk mfr gw 1vf 0.6 1.0 3 23-35 7.5yr5/6 none gels Osg ml Cs 0.7 4 ! 35-74 10yr6/4 none s Osg ml 0.7 1.6 67-115 has V bands of 7.5yr4/6 IN lcsbkreduces rate of horizon to 0.5gpd/sqft Boring 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/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eft#2 { I i i I 1 I ' Effluent #1 = BOD_ > 30 < 220 mg~L and TSS >30 < 150 mgiL ` Effluent #2 = BODS < 30 mg,rL and TSS <30 mglL The Department uC(-'ornmercr is an equal opportunit} ;er). ice prop ider and emploN cr. If %ou nerd a>,istancr to access srn ices or need material in an allernale lomiat. plct,~ contact the department at 608-266-3151 or 1'I Y bolt-264-8777. SF9 U-x; V, I R 0- 0C I Sdhmitt Sal Testing, Inc. Page 3 of 3 Conducted by: Conducted For: Schmitt Soil Testing, Inc. Name: DCCI Land Planners Thomas J. Schmitt, CST 227429 Address: 1505 Hwy 65 1595 72nd St. City, State, Zip: New Richmond, %L'1 54017 New Richmond, WI 54017 Phone: 715-7 1978 1 c Subdivision: Meadow Valley Of Troy Signalure_~ Lot No. 15 Date Legal Description: IYW1/4 NW1/4 S17 T28N R19W Backhoe Pit Township, County: Troy Township, St. Croix County A Bench Mark 1 El. 100.00' Top of 1" Steel Pipe. NE Lot comer pipe. = (869.46') Bench Mark 2 El. 98.22' Top of V Steel Pipe. NW Lot corner pipe. _ (867.06$' - Slope= 20% Scale 1"= 40' • /4AND fiulrt'R &oVIV6- o20~L oP~ A9q 37 9a - //D r ,U 9a fi ~ G