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HomeMy WebLinkAbout032-1056-30-100 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 538875 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: Martell, Bruce & Heidi Somerset, Town of 032-1056-30-100 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: B / 65T 21.31.19.280A10 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER ~•wJ CAPACITY STATION BS HI FS ELEV. Septic Benchmark c r. 0 L / AIt~NI ( * z. 5 17, s 3ec Aeration Bldg. Sewer 3. Holding St/Ht Inlet 5.3 TANK SETBACK INFORMATION St/Ht Outlet TANK TO P . _ ) WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic ~b$ 5~ 2-4 77, Dt Bottom Dosing Header/Man. 9~- Aeration Dist. Pipe 0'Zi b. 3 Cie Holding Bot. System ~0 5 PUMP/SIPHON INFORMATION Final Grade 17I 9`~Y I Manufacturer Demand St Cover C '7.15 GPM I Model Number TDH Lift Friction Loss System Hea Ft Forcemain L gth Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width , Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid a th DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer _Z'14 t INFORMATION Type Of System: L CHAMBER OR if ~b UNIT ModelNumev«~~ GDA0e, 177 7Z /&b IVA_ S DISTRIBUTION SYSTEM / - Z Header/Manifold/ Distribution Woo x Hole Size x Hole Spacing Vent to Air In ke -7 Pipe(s) Length / Dia Length Dia ` Spacing C SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over -I/ Depth Over xx Dept of xx Seeded/Sodded xx Mulched Bed/Trench Center ! / Bed/Trench Edges Topsoil I Yes No 1Les No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 430 208th Ave Somerset, WI 5 025 (SE 1/4 SW 114 21 T31N R1 9W) NA Lot 1 L Parcel No: OA10 1.) Alt BM Description = O ` J Sy G 2.) Bldg sewer length = 3f~ - amount of cover Plan revision Required? ❑ Yes No bill b j. Use other side for additional information. r SBD-6710 (R.3/97) Date Insepct s Signat Cert. No. commerce.vtri.gov Safety and Buildings Division County N 201 W. Washington Ave., P.O. Box 7162 Is isconsin e Madison; VIII ^U707-7162 Sanitary Permit Number (to w filled in by Co.) triDepertmerd of Commerc - Sanitary Permit Applicatio State Transaction umber In aocordanee with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the rop T ernme ntal _ unit is required prior to obtaining a sanitary permit. Note: Application forms for state- WTS are Project Address (if different -ban mailing address) submitted to the Department of Commerce. Personal information yo vide may be use secondary 0 t1~ 7 9O g u oses in accordance with the Privac Law, s. 15.04(1 (m , Stats. 7 G► 4 I. Application Information -Please Print All Information Property Owner's Name Parcel # 1)7 / 6 ~ J 6 Property Owner's Mailing Address , Oi, Properly LocationO \ ST: CR P41 MVl Ulu C()u , Govt. Lot l City, State n , , I Zip Code Se ;lion &irc le oy4.,, II. Type of Building (check all that apply 'r 2 Family Dwelling - Number of H / Subdivision Name edroo B N # ❑ Public/Commercial - Describe Use ❑ City of - ❑ State Owned - Describe Use CSM Number ❑ illage of (40 C"'P PI Z2! III. Type of Permit: (CLec onl one bore on line A. Complete tine B if app PA e A" ❑ New System Replacement System ❑ Treatmentniolding Tank Replacement Only ❑ Other Modification to Exis+ ing System (explain) B. ❑ Permit Renewal 11 Permit Revision 11 Change of Plumber El Permit Transfer to New List Previous Permit Number nd Date Issued Before Expiration Owner % IV- Type of POWTS System/Component/Device: Check all that apply) Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain)_ V. Dis ersaUTrea ent Area Information: 1 Flow (gpd) Design Soil Application (gpdsf) Dispersal Area Required (s Dispersal Area Pro osed (st System Eler ation VI. Tank Info Capacity in Total # of Manufa rer Gallons Gallons Units U y New Tanks Existing Tanks r ~ a, ig 'v, y v, w c7 w Septic or Holding Tank L~ Dosing Chamber VII. Responsibility Statement- I, the undersigned, assu r sponsibtlity for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber' i ture MP/MPRS Number Business Phone Number Plumber's Address (Street, City, State, Zip Code) 61-11, VIII oun /De artment Use Only Approved Disapproved Permit Fee Date Issued Issui eat Sign u $ C6 ~,,eRawsm for Demal CAb IX. Condi~ttrwwwReasons for Disapproval 3\ 6, n 1 Cx 1 / 1. Septic tank, eft brit, fitter and dispersal ce" must all be services / maintained G as per management plan provided by plumber. f~ 2. All. se(baclt rtlgtl(raments must be maintained V ~ as Cal d0 / ate. Attach to complete plans for the system and su it to the Cuuoty only on paper not less than 8 1h l iuches in sirx 17ti 137- a,r IM. SBD-6398 (R. 02/09) PLOT PLAN PROJECT Bruce Martell ADDRESS 432 208th ave Somerset Wi 54025 SE 1/4 SW 1/4s 21 /T 31 N/R 19 W TOWN Somerset COUNTY ST. CROIX 10/26/11 BEDROOM 3 MPRS Shaun Bird 226900 DATE CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK 1000 gallons LIFT TANK SIZE DOSE TANK SIZE MOUND SEPTIC TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 660 # of chambers 32 BENCHMARK V.R.P. Bottom of siding ASSUME ELEVATION 1001 Filter BEST Filter ❑ BOREHOLE (DWELL *H.R.P. Same as Benchmark Well is to meet all SYSTEM ELEVATION 89.6/88.9' 5' below qrade setbacks required by WDNR 208th Ave 40' Scale is 1" = 40' Well 15' unless otherwise noted 30' Plans Designed Using Conventional Powts Manual Version 2.0 Existing 3 35' 20' ST bedroom house B.M.*35' 20 10 'ST 110' DW failed 2-3' X 66' cells with >3' spacing B-3 Vents 01 350' 94.5' 01 B-2 15' 1 Vent >6„ Quick4 Standard 91.5' B-1 10% Slope of Cover Leaching Chamber with 20.0 ft2 of Area 10.2ft^2/pair of end caps 4' Long 12" Grade at System Elevation 7 Cover Page Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715-246-4516 Date: 10/26/11 Owner:Bruce Martell Location: SE1/4 SW1/4 S21 T31 N,R19W 432 208th Ave Somerset System type: In-ground absorbtion system(conventional) Manuals Used: In-ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. Chamber Cross Section 4-5. Maintanance and Contingency Plan 6. Filter Specification heet Signature License number 26900 PLOT PLAN PROJECT Bruce Martell ADDRESS 432 208th ave Somerset Wi 54025 `SE 1/4 SW 1/4S 21 /T 31 N/R 19 W TOWN Somerset COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 10/26/11 BEDROOM 3 CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK 1000 gallons LIFT TANK SIZE DOSE TANK SIZE MOUND SEPTIC TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 660 # of chambers 32 BENCHMARK V.R.P. Bottom of siding ASSUME ELEVATION 100' Filter BEST Filter ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark Well is to meet all SYSTEM ELEVATION 89.6/88.9' 5' below qrade setbacks required by WDNR 208th Ave 40' Scale is 1" = 40' Well 15' unless otherwise noted Plans Designed Using 30' Conventional Powts Manual Version 2.0 Existing 3 35' 20' ST bedroom house B.M.*35' 20 'ST 10 110' DW failed 2-3' X 66' cells with >3' spacing B-3 Vents 350' 94.5' B-2 15 10 Vent >6„ Quick4 Standard 91.5' B-1 10% Slope of Cover Leaching Chamber with 20.0 ft2 of Area 10.2ft^2/pair of end caps Long 12" Grade at System Elevation 34" Cross Section of Infiltrator Quick 4 Leaching Chamber Typical cross section for 2 of 2 cells Quick 4 Standard Leaching Chamber with 20.0 ft2 of Area per Chamber To be >1' above grade 10.2ft 2 pair of end plates Finish grade elevation Typical Installation 94.5' Vent Grade Vent 3' 4" 3' X30/34 Septic Tank 5' Long 199 5' 5' Long 199 3 6" Grade at System Elevation Grade at System Elevation Spacing 5' 2-3' X 66' Cells Same on other end Observation tubeNent At end of cell A B 16 chambers per cell System elevations: A-89.6 B__88.9 Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Eff luent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. 8. D' rge into system is not exceed those required as per Comm. 83 rContl ge cy Plan . If system fails, determine cause of failure, use alternate area and install new stem in tested replacement area. Option #2. Install system at a lower elevation, by removing chambers, removing biomat, and install new system. Option#3. No adequate area is suitable for replacement area, and system elevation cannont be lowered. Install holding tank as last resort: 3. Replace any other failing components as needed. Plumber: Shaun Bird 715-246-4516 St. Croix County Zoning 715-386-4680 Pumper Tom Mondor 715-246-5148 Shaun Bird #226900 v LLI ! 45 C I t ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer < Mailing Address c20 }3a ,,•2~ - mac)) 540 g s Property Address (Verification required from Planning & Zoning Department for new construction.) City/State Parcel Identification Number !!~73 COs 6 ''/U7~ LEGAL DESCRIPTION Property Location 12F 1/4, 1/4 , Sec. T ~N R,4.. W. Town of .S&nZZ-t C, Subdivision , Lot # Certified Survey Map # Volume Page # S . Warranty Deed # , Volume , Page # Spec house yes( rig/ Lot lines identifiable 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 §Comim. 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 plunmber, 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 foil of sludge. Uwe, 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 staring 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 bedr ms S A O APPLICANT(S) DATE ***Any information that 'n 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. 08/05) 503013 T31CORNER SECTION 21 CERTIFIED SURVEY MAP SCALE 1 = 300' NI/4 31N. R19W 2o0 100 O 300 ALU M 1 NUM MON. Located in part of the East one-half of the Southwest N tl one-quarter of Section 21, Township 31 North, ~`s"o= Range 19 West, Town of Somerset, St. Croix County, ziD 9 x Wisconsin. ci Prepared for and at the request of: Otto Silha c= Z e.~ ;g 4900 IDS Tower 4A0 Minneapolis, MN 55402 ° • ~ UNPLATTED RANDS ~g LEGEND $89036'08" E 792.36 * 0 Set 1" x 24" Iron Pipe weighing 1.68 pounds per linear foot. IC F AREA OF LOT 1 lr a ouT8U1LOIN03~~ vo,~y^~' sl/4 cdRNER ID 9ECTION 21 435,655 sq. ft.) 1-4 1+.' '-WAY' HARRISON MON. TOTAL to PPROV ED 10.001 acres ) 1rn LO'T' 1 ❑ GENTERLrN ~ c~ 407,846 sq. ft.) EXCLUDING it m 9.363 acres )R IZ a aH ~E/ 21'9 NO C; IQ S. -C~/ W NN 0 'k W) 0. IS a/39.74'.~ v ,T. Cii01X COUNTY V 921.27'00" + RONAtD F. mpsh9ns(w Planning 22.1 3 J/ ZonkV and JOHNSON 32x:99. N~ s-1I86 Parks CarnatttN A M E FZ Y, $ 362; ' M1/ WIS. t L < f 5TTog6 20 ~yIDS tf not recorded ~►j4~k 9 dd ,~ii~~`, Ut3pt A~E~ t=A~ / / within 30 Qay►= o[ / apprevat ~I~r!leir .t s~` - CURVE DATA 4pprowi shah bo CET AL TANGENT sEA v(Ad 0H LtR CURVE N LfRIU N TH 9 AR N OTN ANGLE A-B 8°13'28" 3381.58' 485.40' S25°33'44"W 484.99 S29°40128"W S21°27.00"W C-D 8°13'28" 3414.58' 490.14' S25°33'44"W 489.72' S29°40'28"W S21°27100"W SURVEYOR'S CERTIFICATE I, Ronald F. Johnson, a Registered Wisconsin Land Surveyor, do hereby certify that I have surveyed and mapped a part of the East one-half of the Southwest one-quarter of Section 21, Township 31 North, Range 19 West, Town of Somerset, St. Croix County, Wisconsin; described as follows: Commencing at the South one-quarter corner of said Section 21; thence along the North and South one-quarter line NO0°46'17"W 1693.27 feet to the center line of 208th Avenue; thence along said centerline, S29°40'28"W 482.58 feet to the point of beginning; thence continuing along said centerline, S29°40'28"W 353.12 feet to the point of curva- ture of a 3381.58 foot radius curve concave southeasterly whose central angle measures 8°13'28" and whose chord bears S25°33'44"W and measures 484.99 feet; thence continuing along said centerline and along the arc of said curve, Southwesterly 485.40 feet; thence S77°36'20"W 362.63 feet; thence N03°44'19"W 829.43 feet; thence S89°36'08"E 792.36 feet to the point of beginning. Containing 435,655 square feet. Subject to right- of-way for 208th Avenue and subject to all other easements, restrictions and covenants of record. I further certify that this map is a correct representation to scale of the exter' boundary surveyed and described; that I have fully complied with the provisio Chapter 236.34 of the Wisconsin Statutes and the Land Subdivision ordinance e County of St. Croix and the Town of Somerset in surveying and mapping same / FILE Ronald F. J nson RLS 1186 DatL 0 JULZ 8 19 3m- Ron Johnson Land Surveying JAMES O'CONNE L Oeees LJ P.O. Box 194 R9gwer of Co., WI Amery, WI 54001 SL Croix Tel: (715) 268-2601 County General Notice ~I Each parcel shown on this map is subject to State and local laws, rules and regula s (i.e. wetlands, minimum lot size, access to parcel, etc. Before purchasing or yelQping anYy parcel c nt ct the St Croix ccounty zoning office for advise. This instrume~st was dra tec by Douglas J. Zahler Vol. 9 Page 2655 VOL 1260PAGE400 v , - SEi~#:33U WARRANTY DEED Document No. i2EClaTEfd'S OFFICE ST. CROIX CO., WI Reed for Rocord RETURN TO: AUG 2 8 1997 Carlson E rgreen Agency 9,K ! 9:30 A P.O. B 0 Osce a, WI 54020 ~ Ro lefor of Dc.eds TAX PARCEL NO. THIS SPACE IS RESERVED FOR This Deed, made between Otte A. Silha and Helen F. Silha, RECORDING DATA husband and wife, Grantor, and Bruce A. Martell and Heidi - - S. Haugen, husband and wife, as survivorship marital property, Grantee, Witnesseth, That the said Grantor, for a valuable consideration conveys to Grantee the following described real estate in St. Croix County, Wisconsin: Lot 1 of Certified Survey Map filed July 28, 1993 in Volume 9 on page 2655 as Document No. 503013, being located in part of the East one-half of the Southwest one-quarter of Section 21, Township 31 North, Range 19 West- Town of Somerset, St. Croix County, Wisconsin. This deed is given in satisfaction of that Land Contract dated Julv 31 st, 1993 end filed August 9, 1993 in Volume 1026 on pages 504 & 505 as Document No. 503591. This is not homestead property. 1 dit t.crc t-C:IC;i~lli..~, r,.ll.. Va4latVl TOgcthe _.-..aL .......:a with all. an' .l Singular th at ..e L...._ ill rc.7-: i.....i"ar..e lts and ai.JiJ ti..~ltc IGLL ccs tl...... < n♦..-- L..I A -A a.... warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except Easements, Restrictions and Ordinances of record and will warrant and defend the same. Dated this '45' day of 19 1 7 WMvll+ASAL METRO PR4?F?l:~ -t 7777 WASHi1•u;TC0ni 61004A. MN S -eVk' (SEAL) (SEAL) - *Otto A. Silha 1 ~a~ (SEAL) (SEAL) *Helen F. Silha AUTHENTICATION ACKNOWLEDGMENT M INNESnTA Signature(s) ~StTATE OF `t„c S4N ) %A E N~ rNEQ1 nl )ss. authenticated this day of P-e& County ) 19 * - Personally came before me this -AS - day of TITLE: MEMBER OFSTA"ITE BAIL OF 191 -1 the above named Otto A. WISCONSIN (If not. _ lha and Helen F. Silha to me known to be the authorized by § 706.06. Wis. Stat.) person(s) who executed the foregoing instrainent and acknowledge the same. PHIS INS,rRi.1MINr WAS DRAFTED BY L.AI tX & ASSOCIA-rES. S.C.~~-~u`=`- - P.O. BON 456 Osceola. W1 54020 *iut..n Public 1=t?-+ C'uunt ~t~ Commis,} eerv~t~iratii~n (Signatures nia< be authenticated or acknli«-IcJgcd. date: _ UNCA 1► HA_?NAIMAY t,, NOTARY PUSLIC-MINNESOTA Both are not neceti5af\'.) cNNEPIN COUNT- ' Wisconsin Department ofComme SO I/ UATION REPORT Page of Division of Safety and Buildings Com 85, dm. Code p County S 1/eJlp~ Attach complete site plan on p 'per not less than 8 112 nches n 'ze. ust include, but not limited to- ve I and zontal reference point ( M), 're n Parcel I.D. percent slope, scale or dime ions, nXm2Npnd location an distan to t road. I i~ nf;4tfa~tn''ion Revi ed by Date . Pl ~l7 b IAI Z7 ~i Ua rpoaes rivacy Law, s. t 5.04 (1) (m)). Personal irdorrnation you provi Property Owner_S Z* ~~JFFIY Property Location p 2 / Govt. Lot t 4 (,J1/4 2 T N R W Property Owner's Mail' ress Lot # ubd. Name or CSIM C/ 3 / lr o/ o6 6 City State Zip Code Phone Number ❑ City ❑ Village To Nearest Road SO O c/ ,S ( ) Prs L7 e~ ❑ New Construction Use)esidential / Number of bedrooms Code derived design flow rate GPD Replacement ❑ Pubiic~ commmercial - Describe: - 7 Parent material n' ° ~ ' JZ Flood Plain elevation if applicable General cornments and recommendations: l~J System Type r ~1Lt~Pa•~ .~iG'"'~" System Elevation U I M Boring # n Boring Ground surface elev. / ` ' ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 qv- r-- 7T C, 71y,-iA' Lei Bori Boring Pit Ground surface elev. 9 l// } # r / J ft. Depth to limiting factor 1111V- in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 A9 - 01- e24 -7 Xt- • Effluent #1 = BOD > 30 1220 mglL and TSS >30 < 150 mglL ` Effluent #2 = BOD 130 mg/L and TSS < 30 mg/L CST Malme (Please Print) Signatu CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 - 715-246-4516 Property Owner _ Parcel ID # Page of Boring # r❑ Boring 9 © EY 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/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 o 2Q D 2 ~ so S 2L l ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 Boring # ❑ Boring E] pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mgA- ' Effluent #2 = BODS < 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. SOD-8330 (8.6/00) Property Owner Parcel ID # Page of ❑ Boring 0Boring # pit Ground surface elev. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Z -3ta t °i F-1 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/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F-1 Ong # a Boring El Pit Ground surface elev. ft. Depth to limiting factor in. Sal lication Rate . Horizon ')epth Dominant Col Redox Description. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD6 > 30 < 220 mg/_ and TSS >30 1150 mg1L ' Effluent #2 = BOD5 < 30 mgll- 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. SBD4330 (86/00) Soil Test Plot Plan Project Name Bruce Martell Shaun Address 432 208th Ave Somerset Wi 54025 C #226900 Lot 1 Subdivision Date 0/26/11 SE 1/4 SW 1/4S 21 T 31 N/R19 W Township Somerset Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Bottom of siding System Elevation 89.6/88.9' *HRPSame as Benchmark 208th Ave 40' Scale is 1" = 40' Well 15' unless otherwise noted 30' Existing 3 bedroom house 35' B.M.* 35' 101ST DW failed B-3 15' 45' 20' 350' 94.5' 15' 10, B-2 91.5' B-1 10% Slope