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HomeMy WebLinkAbout020-1439-04-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division Sanitary Permit No: INSPECTION REPORT 538827 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Sarrack, Carmen G. III & Lindsay Hudson, Town of 020-1439-04-000 I J'0 0- Insp. BM Elev: BM Description: Section/Town/Range/Map No: CST BM Elev: e,151 25.29.19.2730 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER ' t CAPACITY STATION BS HI FS ELEV. Septic ' 1 fin. / ~O Benchmark ' L 161 9.5 W i F1 7 P, ^ All. BM( 94.75 Dosing I Bldg. Sewer ~Z 5 9 2- v S #7) Holding SVHt Inlet TANK SETBACK INFORMATION St/Ht Outlet TANK TO W P/L WELL BLD Vent to-Air-Intake ROAD Dt Inlet Septic / Dt Bottom 36 Dosing 5-y -3 &10 Header/Man. 7.75 94- 1 7-4 Aeration Dist. Pipe 71S gIt., , Holding Bot. System Final Grade 7 PUMP/SIPHON INFORMATION 5 Manufacturer Q Demand St Cover L ~o L) 5 - GPM / C'r( 7 77 7 Model Number 1t57P 14 TDH Lift yZ Friction Lo s, System 7jA T DH , Ft Forcemain Length V Dia. Dist. to Well Z A)A- SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of TrenchesPIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 IM E Z ~(Gv~ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR LvL~. l ryi~.r'n Type Of System: 55 t~ AA- UNIT Model Number: D J; 1 61 GNSIL-~~ O ^CA U DISTRIBUTION SYSTEM Lam- Z7, ZZ. Air Intake Header/Manifo}fi / Pipe(s) Distribution Ix Hole Size Ix Hole Spacing IVenp LengthDia_ Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only G Depth Over Depth Over jxx Depth`of xx Seeded odded jxx Mulched Bed/Trench Center 3J Bedrrrench Edges Topsoil \ Yes No ~.es , No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection ##1: Inspection #2: Location: 867 Prairie Meadows Dr. Hudson, WI 54016 (NW 1/4 NE 1/4 25 T29N R1 9W) Indigo Ponds Lot 4 Parcel No: 25.29.19.2730 1.) Alt BM Description = Fr I J ~i 2.) Bldg sewer length = - amount of cover CO d Plan revision Required? Fal Yes No [i~J g S Use other side for additional information. Date Insepctor's Si, ature Cert. No. SBD-6710 (R.3/97) / commerce.wi.gov Safety and uildin , 1VP0 C unty 201 W. Washin n Ave., ox 7 i Madison, I 5 3 7 07-7 1 62 S itary Permit Number, be filled in by Co.) Department of Commerce Ur S3(~ s0( Sanitary Permit Applicat on _,IX COUNTY S to Transaction Number In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this fo t~~rdlatas(@Ni1~ unit is required prior to obtaining a sanitary permit. Note: Application forms ors oject Address (if different than mailing address) submitted to the Department of Commerce. Personal information you provide may be used for secondary ~i~r'~ P ~~s r poses in accordance with the Privacy Law, s. 15.04 1 m , Slats. 1. Application Information -Please Print All Informatio Property Owner's Name / Parcel # C" ( , v r~~ / 4, 'n Z0 _ ~/>zS'.. b y boa Property Owner's Mailing Address AFA Property Location R a , Govt. Lot 2 / JO City, State 1 Zip Code Phone Number y, /4, Section (circle one GKKf/// TN; Rot~ II. Type o uil ing (check all that apply)' Lo 1 or 2 Family Dwelling - Nu er of Bedrooms Subdivision Name ,3 1"J IL 2hd CR) r q' Block # &Tn d r;, d--- El Public/Commercial - Describe Use fi ❑ City of ❑ State Owned - Describe Use CSM Number 2011wn age of 2 6,W6 6 L, d of XUDso~j ti III. Type of Permit: (Check only one ox on line A. Complete line B if applicable) ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) A New System [I Replacement System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber [I Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner -r _ % IV. Type of POWTS System/Component/Device: Check all that a I Ge ` Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil /r1 ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) / V. Dis ersal/rreat ent Area Information: W Design Flow (gpd) Design .oiApplication Rate(gpdsf) Dispersal e~" eired (sf) / ispersal rop''e~f) System anon 0 1;? t9 U~ ✓ 88 ' 7 VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units o $ U U V New Tanks Existing Tanks C ~ y o y 4 Y 9 ~ ~ly/~Ic ZS~j a U v H V) a C7 Septic or Holding Tank 11A e 5u,-- o~ e->1 Dosing Chamber 7 © - -760 ✓ VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumbe 's Signature MP/MPRS Number Business Phone Number r zZ6 7/5 - 77,, 3 Plumber' Address (Street, City, State, Zip Code) VIII ount /De artment Use Onl Approved ❑ Disapproved Permit Fee Dat Issued Issuing A t Sig lure ❑ Owner Given Reason for Denial $ Z ( G~~ C3TWQWtCJMproval/Reasons for Disapproval 1 Septic tank, effluent filter and bf/KGl , dispersal cell must all be serviced / maintained Vt/Uj__+ k4 Auj~ as per management plan provided by plumber. l ~~j ~7j,(JTS hi z= 2. All setback requirements must be maintained Jf 0, ~ ~ ~ S Attach to complete plans for the system and su mil to the County only on paper not less than 8 N021nches in size SBD- 398 (R. 02/09) V9 b~3 - 3 d r O~q e o i X NP I' j ~pf y a e. 0 2~a 1o ~~wl e ~;C~,V it'tCVI ~~r rtc.c•ICr CONVENTIONAL COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: rr,/,- 64- /r Owner's Name: Owner's Address: 3,72 Legal Description: klquJ Township: County: 12 Subdivision Name: ~d/ ~GIa Lot Number: Parcel ID Number. UUO Page 1 Index and title Page 2 Plot Plan Page 3 System Sizing & Cross-Section Page 4 Filter Specs Page 5 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: ~ j License Number: Date: , Jrj 11 Phone Number 71j,--772- 3Z^ l Signature Designed pursuant Ground Soil Absorption Component Manual for POWTS Version 2.0 SBD-10705-P (N.01/01). Page 1 ~P~r P4 rri i 69 JLr F J ' y sZAyo i+ 1 ~ f ® 2C-> 1o ~G~,V IvteVl ~~i,r rt~.G~ Soil Absorption System Cross Section GYS . 2 ft k4'V dule 40 Final Grade nt Pipe nt Cap ft Leaching Chamber ft System Elevation _ft ft Soil Absorption System Plan View ~B ft ft ft Vent Or Observation Pipe Leaching Trench 1 Chambers 4" Dia. Trench 2 Header Leaching Chamber Specifications Manufacturer And Model L EISA Rating o sq ft per chamber Soil Application Rate gpd/sq ft 600 gpd Design Flow + i 7 Soil Application Rate Z~ EISA Chambers 2 rows of Z Z chambers each. Page of ° gi o o N LC') O cl~ C-5 cn ~ O M d' CV M 00 LCD 00 -A I 00 co r-I Trn - O i Lq Z F- Z O X X W N F- cU W F- LU Z - a z = Zn U w U) as C > X w v° O ~ m m _ w o LL- Lu v (D C5 J Z W v C~ m U:) Ln m LO Z F- C~j J ® IJJ rn O O LCD ~uC? =O C6 L O LO z EE J ~ Q A-R GOU LDS PUMPS Submersible Effluent Pump MODEL 3871 y EP04 & EP05 Series APPLICATIONS • Fully submerged in high ■ EP05 Impeller: Thermoplas- ■ Bearings: Upper and lower Specifically designed for the grade turbine oil for tic enclosed design for heavy duty ball bearing following uses: lubrication and efficient improved performance. construction. • Effluent systems heat transfer. ■ Casing and Base: Rugged • Homes Available for automatic and thermoplastic design provides AGENCY LISTING • Farms manual superior strength and corrosion • operation. Auto- Canadian Standards Association Heavy duty sump matic models include resistance. S0-File #LR38549 • Water transfer Mechanical Float Switch ■ Motor Housing: Cast iron • Dewatering assembled and preset at the for efficient heat transfer, Goulds Pumps is ISO 9001 Registered. factory. strength, and durability. SPECIFICATIONS ■ Motor Cover: Thermoplastic • Solids handling capability- FEATURES cover with integral handle and 3/4" maximum. float switch attachment points. ■ EP04 Impeller: Thermoplas- 0 Power Cable: Severe duty • Capacities: up to 60 GPM. tic semi-open design with • Total heads: up to 31 feet. pump out vanes for mechanical rated oil and water resistant. • Discharge size: 11/2" NPT. seal protection. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F(60°C)intermittent. METERS FEET • Fasteners: 300 series 1 ° - - - - + stainless steel. - - - - 9 • Capable of running 8 30 - - - - - - - - i -►~s GPM dry without damage to 1 components. 2.5 Fr I 25 Q f Motor: - - - - 1 - - - - • EP04 Single phase: 0.4 HP, 6 20 115 or 230 V, 60 Hz, 1550 a 1 RPM, built in overload with } 5 t-- Q 4 - 0 15 automatic reset. EPOS Single phase: 0.5 HP , • + - - EP05 115 V or 230V, 60 Hz, 1550 ° 3 10 ' i RPM, built in overload with automatic reset. 2 - --Poa _ - } - - • Power cord: 10 foot 5 standard length, 16/3 1 SJTW with three prong - i- - grounding plug. Optional 20 0 00 10 foot length, 16/3 SJTW with 20 s0 ao 5o GPM three prong grounding plug (standard on EP05). ° 2 a 6 8 10 12 m3/h CAPACITY Goulds Pumps © 2003 Goulds Pumps Effective July, 2003 ITT 1-4 x1T Till.. WEATHERPROOF JUNCTION LDCKIUG.~.GOvER &~c Gv.I~nr,wG .c ~BE~ . ;=1 QUICK C1~C.OV~IGT-~ I Z . G 1 a.,, • PION 3' n k7SO 15Tu9eED IL . 24 Z.D. I C" o YEt~ t~axuo,F , i060cs r ppPR.ovtD, s~~ ~ RSKF.T 3axrJ WFLE ALWXC 3' ono ; U.. P I P`& p QwvEC.TlO►~b ~ GRDUKO f ~ i - GAF _ Pt~rlP D Go~vC~tE-rF G L*Y/ SiPTIC E SpECIFI•CAT10Q5 ~OSC ' l T. uKs MAUUFACTU0.CR: I WUMCER OF DOSES: ~ PER D~~ TAWK SIZE: GALLOWS DOSE VOLUME A_ARh MAWLIFACTUKER: IWCLUOING OACKFL.OW /~/Q 'v~..ONS P10DCL WUMDC~: o ~w CAPACITIES: A= 3y' WCHES OR C.A L0~ 5 SWITCH TyP(: Z `^.a..a..,, ..lb 5. z IWCHE5 OR J .;t9= C✓LLOL_ 5 %u MG MAWUFACTUKCIt'. ~1 C ■ 41 IWCHE$ OR ` 0 MODEL QUMOER: _~P_INCHES OR 9 l7TiA,.~.; SWITCH TYPE: WOTE: PUMP AWD ALARM ARC TO DE MIWIMUM DISCHARGE RATE _GPM INSTALLED OW SEPARATE CIRCL 7S CRrICAL DIFFEREWCC 5CTWCCIJ PUMP 0Ff A&J0 DISTRIbUTIOW PIPC..FEET M ulAo~uM ►JETWORK SUPPLY PKIESSUKE✓,. . . . . . . . . . . FCCT' + ~ FEET OF FORCE MAIW X L& F%oortFKICTIOW FACTOR. ,o&_ FEET TOTAL DyWAMIC. HEAD = ?'FEET l!TERWAL. DIMEW61OWC Of TAWK: LEKICPTH ;WIDTH ;LIQUID DEPTH System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, Roger Timm, 715-772-3214, or the St Croix County Zoning Office, 715-386-4680, should be contacted for assistance. General Proper functioning of an on-site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a dose tank or compartment to allow a dose to be accumulated, a pump and controls or automatic siphon, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. I . If the septic tank is installed prior to sheet-rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. 2. Install water-saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not'recommended; if you must have one, use it sparingly 6. No paper products other than tissue should go into the system. 7 No chemicals should go into the system. 8 Avoid surge flows of water; try to spread laundry throughout the week. 9 Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. If septic or dose tanks are no longer used, they must be properly abandoned. 11. If construction timing and weather could create a frozen infiltration system, weather-proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start-up. 12, If possible, the upslope toe of the mound system should be landscaped with additional fill to blend this area into the upslope natural grade; this will minimize the possibility of the system trapping surface run-off; final settled slope should be 2-3% over the system or 2-3% diverting surface run-off around the ends of the system. Maintenance I The septic tank must be inspected every three years by a properly licensed person. 2 If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. When the septic tank is pumped, any solids in the bottom of the dose tank must be pumped, and the filter must be back-washed into the septic tank to remove accumulated material. System use may require more frequent filter cleaning; initial inspections of the filter should be made every 6 months until a minimum time sequence is determined. -t Periodic observation pipe inspections should be made by the owner to examine the state of the in-situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6 The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. ' Avoid compaction such as vehicle traffic within 15' down-slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9 Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10 Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system area. I I Warning: Do not enter septic, dose or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2) Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and. or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer GRV~cn G ~ ~ L ~h d~ v~ L Mailing Address Property Address 867 14(d5o h , (Verification required from Planning & Zoning Department for new construction.) City/State ~c(so, Parcel Identification Number d24-/~39-D~- DO~~ LEGAL DESCRIPTION Property Location'/4 '/a ,Sec. T _2N RW, Town of Subdivision Plat: /rt el r`C~o ~O n c~ , Lot Certified Survey Map Volume , Page # Warranty Deed # 3 020 77 (before 2007)Volume , Page # Spec house ❑ yes)Lno Lot lines identifiable ?5 yes ❑ no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) 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 Commerce 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. I/we am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of ooms SIGNATU OF APPLICA 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. 09/07) 1313 SOIL EVALUATION REPORT Page 1 of 3 Steel Soil Service Wisconsin Department of Commerce Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 8'/: x 11 inches in size. Plan must Parcel I D and include, but not limited to: vertical and horizontal areference nd location nt and distance (BM), direction ttnearest road. percent slope, scale or dimemsions, _ Please pr t all R "WE D view Date y Personal infomiabon you provide may used for secondary purposes (Privacy Law, .15.04 (1) (m)). Property Owner Govt. Lot na NW 1/4 NE 1/4 S 25 T 29 N R } 4 Property O 2003 Property Location 19 W ROSA Owner's er's Mailing Address Block # Subd. Name or CSM# 2-7301 ~;OIX COUN1 Y Lot # / ZONING OFFICE 4 na Indigo Ponds 2141 Cty Rd. C State Zip Code Phone Number City -Village e Town Nearest Road Cit_j Prairie Meadows Drive WI 54017 715-248-7071 Hudson New Richmond I GPD Code derived design flow rate 600 Use: 01 Residential / Number of bedrooms 4 1/ New Construction na I Replacement J Public or commercial - Describe: Flood plain elevation, if applicable na Parent material Sream terraces and pitted outwash plains General comments and recommendations: system elevation 94.20ft, trenches spaced and depth code 6.00 ft below grade Boring # J Boring 110 in. Soil Application Rate 0 pit Ground Surface elev. 100.20 ft. Depth to limiting factor GPD~E~2 'E Structure Horizon Depth Dominant Color Redox Description Texture Gr. Sz. Sh. Consistence Boundary Roots ff#1 in Munsell Qu. Sz. Cont. Color none I 2msbk mfr 1 0-5 10yr2/1 1 c 5 8 .8 mfr gw 1c •5 2 5-16 10yr4/4 none sit 2smbk mfr gw na .4 .6 none sicl 2msbk 3 16-28 7.5yr4/4 .9 sl 2msbk mfr cs na .5 4 28-42 7.5yr4/4 none ml na na .7 1.2 5 42-110 7.5yr4/6 none Is osg -2 In 0 3 10yr6/ silt lens 4-6" at van depths in the Ls Boring # J Boring 110 in. Soil Application Rate 10 pit Ground Surface elev. 100.20 ft. Depth to limiting factor Roots "Eff#1 PD~*Eff#2 Strucd Horizon Depth Dominant Color Redox Description Texture Gr. Sz. Sh. Consistence Boundary in. Munsell Qu. Sz. Cont. Color 1 0-7 mfr CS 1 c .5 .8 10yr2/1 none I 2msbk .6 2smbk mfr 9w 1 c •4 2 7-16 10yr414 none sl mfr cs na .4 .6 none scl 2msbk 3 16-36 7.5yr4/4 7 ml na na 1.2 4 36-120 7.5yr4/6 none Is osg 'Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L CST Number Signature 248956 CST Name (Please Print) David J. 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Iw.n I •+i~I Y~ 4 1 / e ~ I J' ~ M119Pn1 48 (LIN 4) _Q (Loa r.l I awu v. - wwatw b, Irl I I wuw na R~ry / / / `,y +4 I J I arts w 1y It MIN J ww U. h AQ ~ a c U100 41 ? I I I 2+reaut Inn MA J etl k 8} 5? pat tcl ~ p5u. far mw v OLIa • Oxt al 4 ' ( ill.ra air Mw u' r w w J 01 1 awc na SF: I +L) nor, e r ES CAL ~-L~~ J ES SHILL, INC. SR 94c1 J a 1 qAr I er 4 L 1313 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and J6 percent slope, scale or dimemsions, and location and distance to nearest road. Parcel I.D. D ~ n Please 1: t all WED view !/v ` Date Personal information you provide may used for secondary purposes (Privacy Law, 15.04 (1) (m)). lam`' Q Property Owner 3 2003 Property Location ROSAMJI, L.LL Govt. Lot na NW 1/4 NE 1/4 S 25 T 29 N R 19 W Property Owner's Mailing Address (:ROiX COUN, Lot # Block # Subd. Name or CSM# z.ONINC OFFICET 4 na Indigo Ponds X736) 2141 Cty Rd. C 9o City State Zip Code Phone Number City J Village a Town Nearest Road New Richmond WI 54017 715-248-7071 Hudson Prairie Meadows Drive iY New Construction Use: y_j Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD I Replacement I Public or commercial - Describe:na Parent material Sream terraces and pitted outwash plains Flood plain elevation, if applicable na General comments 3 and recommendations: system elevation 94.20ft, trenches spaced and depth code 6.00 ft below grade SkorG~.r,,.~- Boring # Boring Pit Ground Surface elev. 100.20 ft. Depth to limiting factor 110 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 *Eff#2 1 0-5 10yr2/1 none I 2msbk mfr cs 1 c .5 .8 2 5-16 10yr4/4 none sil 2smbk mfr gw 1 c .5 .8 3 16-28 7.5yr4/4 none sicl 2msbk mfr gw na .4 .6 4 28-42 7.5yr4/4 none sl 2msbk mfr cs na .5 .9 5 42-110 7.5yr4/6 none Is osg ml na na .7 1.2 5-2 "0 k q5-17 to ~IK -Qo 3 10yr6/ silt lens 4-6" at vario depths in the Ls Boring # I Boring 0 Pit Ground Surface elev. 100.20 ft. Depth to limiting factor 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-7 10yr2/1 none I 2msbk mfr cs 1 c .5 .8 2 7-16 10yr4/4 none sl 2smbk mfr gw 1 c .4 .6 3 16-36 7.5yr4/4 none scl 2msbk mfr cs na .4 .6 4 36-120 7.5yr4/6 none Is osg ml na na 7 1.2 b = y ~D * Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS s30 mg/L and TSS <-30 mg/L CST Name (Please Print) Signature j~ CST Number David J. Steel 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 5/8/2003 715-246-5085 Property Owner ROSAM3I, L.L.C Parcel ID # pending Page 2 of 3 Boring # J Boring t Pit Ground Surface elev. 97.60 ft. Depth to limiting factor 62 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff# *E 1 0-7 10yr2/1 none I 2msbk mfr cs 2c 2 7-24 10yr4/4 none sl 1 csbk mvfr gw 1 c D, 7 3 24-44 7.5Yr4/4 /,6) none sl 2msbk mfr gw na 4 4462 10yr6/2 c2d7.5 r5/6 sicl 2msbk ml cs na 5 62-110 7.5yr4/6 none Is osg mvfr na na ❑ Boring # J Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfit' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ Boring # J 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 PD in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. i Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST-POWTSM ROSAMJI, L.L.C. New Richmond,WI 54017 Lic. #248956 NW1/4,NEl/4,S25,T29N,R19W Bus.(715) 246-6200 Town of Hudson, St. Croix Co. Fax.(715) 246-9372 Indigo Ponds Lot 4 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend 1" = 40' ♦ =Benchmark EIe. I OO.OOFt Top of 1/2" pvc pipe BOO 9 = Alt Benchmark Ele. 99.90Ft Top of 1/2" pvc pipe Q' 0 = Borings Boring Elevations B 1 = 100.20Ft F4 B2 = 100.20Ft c 9 6dFPB3 = 97.6017t ` B4 = OO.OOFt l a3 h i ~ 3 -,D 9t/ 77' r 6+ ~i~3..1t- N -649.40' S D Ety`'~' w ~~.Sa: L - ~ p 1 OR V _ +n cn 1 c o r ~-2~6 S&L 7.38 6 97744 SF. l , (2.244 AC.) N r 5, ~t (1.058 AC. N.B.P.A.y `ro 92458 J.F. (2.123 AC.) J f (1.578 AC. N.B.P.A.) J (3._071 AC~` • - - 1.442 AC. N B.P.A.) 8783_9 S.F. , . ' _ i 2~2' / i i ' (2.016 AC.)-", ;1.384 AC. N.B.P.Aj- 315 seg. 60' = 49 ! 12048 ,'104457 5. ti f so._. r ' i (2.772 AC.) , -(2.398 At 51 - ®g r 1.141 AC. N.B.P.A. ' 1.308 AC. N.B.P.A.) I _r - 157194 S.F. L - - - - 3.609 AC.jj - . - = / _ ° 1.022 AC. N.B.P.A.