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HomeMy WebLinkAbout040-1066-60-002 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 600386 GENERAL INFORMATION 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 Township Parcel Tax No: Dale VanNurden TOWN OF TROY 040-1066-60-002 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: ~J, L /Ja; I i~ (®(c~,t 16.28.19.252A-2 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. r Septic Benchmark e(' 8 1660 44,% ~Y Z45 Dosing Alt. w~, a v (_,OJ Z. og AT=tmv _j r- ~ [6 ~jG 5 Bldg. Sewer /l• 9 rV ? 4133 Holding ~J St/Ht Inlet 11•(69 673.5 TANK SETBACK INFORMATION St/Ht Outlet TANK TO ~P~/~ WELL BLDG. ent to it Intake ROAD Dt Inlet Septic 7 5& ZQ Dt Bottom I (p70 ~ D Dosing " Header/Man. 7 50 ZO 39 - 'No ~o74,-So Aeration Dist. Pipe 9. -Z (07 7 . 3 Holding Bot. System 16, 0 PUMP/SIPHON INFORMATION Final Grade b5 (oYI ~S Manufacturer Demand St Cover GPM v C.O Z.. I~ P vy d g Model Number PC 4 ~ , TDH Lift Z- 45 Friction Loss System HgAq TDH Ft Forcemain Length Di ~I/ Dist. to Well SOIL ABSORPTIO SYSTEM BED/TRENCH Width Length No. Of Trenche / PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS Cp✓ L _V\ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: G Z ~fQ~ INFORMATION Ty Of System. nn ss CHAMBE UN TR OR Model Numb ~s -?l DISTRIBUTION SYSTEM All I ~j• ~.l- (c • Header/Manify / Distribution ix Hole Size ix Hole Sp ing Ven t Air Inta Pipe(s) t,/ Length Dia LDia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of 1xx Seeded/Sodded 1xx Mulched Bed/Trench Center / SL Bed Trench Edges Topsoil Yes ❑ No ^es ❑ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 326 S GLOVE D 666 /64 Pfor / ~r AS e} 1.) Alt BM Description = / ' GQ JeA__ ArO'M A &j 2.) Bldg sewer length - amount of cover 7 6 Plan revision Required? ❑ Yes o ~J ' C~ I Q j Use other side for additional information~~, Date Insepctor's gnature Cert. No. SBD-6710 (R.3/97) -AN 19-09, t Industry Services Division County ~tl 1400 E Washington Ave s L~ P.U. Box 7162 2 Sanitary Permit Number (to be filled in by Co.) Pt APR U 4 t Madison, W ~o~ 162 State Transaction Number co i ' 'tefffi t Applicatio In accordance with 43'38321(2), Wis. Adm. Code, submission of this torn to the appropriate governmental unit 7"T is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address) 01 the Department of Safety and Professional Serices. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.04(1 m , Slats. I. Application Information - Please Print nformation Z c 3 CILO v F_Z Property Owner's NM ~ Pal-eel 1r~ aC - jf~l 6D- D~ Property Owner's Mailing Address Property Location Govt. Lot City, State Zip Code Phone Number I -AW- /a, 5i ,4, Section RW FCV,_Z ~ lV S 3 7 3 circle on 1-~ ~ o V1' ' II. Type of Building (check all that apply) Lot # T N; R E I or 2 Family Dwelling - Number of Bedrooms 3 Subdivision Name Block # ❑ Public/Commercial - Describe Use -o, ❑ City Of ❑ State Owned - Describe Use CSM Number ❑ Village of 1 a0*,tVZ7,,P &r5"r Townof I~~Y ~ t5 x-6.5 III. Type of Permit: (Check only o le box on line A. Complete line B if applicable) A. New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber 11 Permit List Previous Permit Number and Date Issued Transfer to New Before Expiration Owner IV. Type of POWTS S stemlCom onent/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 ersal/Treat ent Area Information: Design Flow (gpd) Design Soil Application Rate pds0 Dispersal Area Required (sf) Dispersal Area Proposed f) System Elevation ' 50 0117 !oi42t v fv (077. !pQ Vi. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units 4 c New Tanks Existing Tanks c m y ~ 0 3= ~ .n cs cct d ZS 4 U in Y to w a Septic AJA /'e Dosing Chamber AJ sVA AJPf AJA VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plurber's Name (Print) PI s Signature M tS-Number Business Phone Number Plumber's Adld-ress/(stretert, City,, State, eZiipp Code) VIII.-County/ peartment Use Only Approved r Giv Permit Fee Date sued Issuin gent Signature sappro en Real for Denial IX. Condi teas&isapproval ` ti TAN LZ 2. ili sir tC +~~W010 irtM*409+1 aitll illy ~p~ionbh tales I :Mi?Lalrainl. Attach to complete plans for the system and submit to the County only on paper not less than S 1/2 x l l inches in size SBD-6398 (R. 08/14) Plot I' i PageA o, f.5 ProperV Owner VAAt J~t DOA If' ~ 4#fL .Legal Des on /z1 OF: Try/ 11,1 (Cpt where noted) 129 R±1 W. °Ti;ttrJA3 ~F SW- C Muc A0 M Al .Backhoe pit North i foSl.16 w - j G p f 'JS~,pL_~ `f B4i~z , sPFKc- td TK&E too 6iz~uni0 Site Location 61~U PAGE 1 OF 4 In-Ground Gravity Plan Index & Cover Sheet Component Manua! Design References: Version 2.0, SBD-10705-P (N.01/01, R. 10/12) Pg 1 of 4 Index & Cover Sheet Pg 2 of 4 Plot Plan Pg 3 of 4 Dispersal Area Cross-Section & Plan View Pg 4 of 4 Management Plan Attachments: Enclosures: Filter Specs POWTS Application for Review Tank Specs Soil Evaluation Report & Site Map Project Name / Description Owner Name(s): DALE VAN NURDEN Phone: - - Owner Address: 3900 Sioux Tr., Rockford, MN Zip: 55373 Project Address: 326 S. Clover Road Govt. Lot: NA NW 1 /4 of SE 1 /4, Section 16 , T 28 N-R 19 E ❑ or W Township: Troy County: St. Croix Project Parcel ID 040 - 1066 - 60 - 002 Designer Information Designer Name: Mary Jo Huppert Phone: 715 _ 426 _ 1775 Designer Address: 28497 King Arthur's Ct., Danbury, WI Zip: 54830 E-mail: hollisterdesign@outlook.com'.~ ~s License Number: 1859-007 F orv Remarks: ~e fyx c • a D1 4 e. rm • i @G w I~L...:.c'•aJ.~ „may a r : rid :ry►u~ Signature: ;J Date. 0 - 25, 2018 Origindl signature required/oA each submitted copy. I , Plot Plan PageAaf,5 Property Owner _ r..~ VAAl~UlZI, eA I"= 4#fL Leg d Descr4W= _ nI,5/g of mm SE / , s6a. lb. (e pt where noted, 1 2SAJ r R LJ Yv, l yjA) 41C ,ilK ~~~~y+I~fy ~ oe Pit e Wts~oA+Sf~I r. North 0 o L~ loSl.7d' nyEW Ww-te~R Z, 83,IG' A 'f WEUL zo ~E ~Tr~RoM SEFTIC -TANK IK TFF % Wit` FRO M L ' rtouNf <~eccTH Ply Si`W Location: GLnU R1~' s~ OWE bwj ~ru f2 i~ 3,4- SEs)Manufadtrrer Tank( IN-GROUND GRAVITY DISPERSAL AREA W SeptiIE IESER Uniform Elevation Trenches with EZ1203HP Bundles Septic Tank(s) Volume(s): 3-ft Trench (down-sizing credit) 1,GO0 gal gat gat gal Effluent Filter Manufacturer. ~V POLYLOK Geotextile Effluent Filter Model 122 Cover SOIL COVER TYPICAL TRENCH min.tenchOSS SECTION VIEW depth (typhu (No Scale) OBSERVATION PIPE DETAIL d ' (No scale) System Elevation = _ft. Sc aw-Typa or Finished Grade (typical) Provide minimum 3ft slip cap Poose) (reached& Seeded) separation between trenches. 4-0 vvc tie Topsoil cover Top of pipe to temmale (min 1 foot) at or above finished grade (4)1/4`17 X 8" Skis TYPICAL TRENCH (Show location of inlet / outlet pipe connection on plan view.) @ 40 apart PLAN VIEW Anchoring Device Infiltration Observation pipe shall be instared Sudaw (No Scale) 4"L~J at junction betw nhvounls. Perforated Lateral Observation Pipe ft (typical) (typical) - - (typical) ----~f------------- A= 3.0 ft > L---------------~f--------------- -----J (typical) M t m B ft W (typical) 0 INSTALL PER TRENCH: EZ1203H Bundle -n (typical) .A 10-ft bundles @ 50 fl EISA/unit = 3 0 0 ft2 (mfd by Infiltrator Systems, Inc.) + Install pursuant to manufacturer's instructions. - / 5-ft bundles @ 25 ft2 EISA/unit = Z ft2 = Proposed EISA per trench = 3ZS ft 2 Required Infiltration Area = Z • ~ 1t2 LDistribution Method: x Z' trenches = Proposed Total EISA = ft2 branched manifold I, Z MiN tM UM . Kt 'L~ _7 q6& _.J K4 4 C ~ 7 LK = /,UYG'. ri (~~tZ. `d'~~}.~ = SD ~l5~t /L. cri 13 wviTs x LCrejt• = 1 3t~ ~ PAGE 4OF4 In-ground Gravity Management Plan IMPORTANT: The owner of this in-ground gravity system shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wisc. Admin. Code. Pursuant to SPS 383.52 (2), Wisc. Admin. Code, this system shall be considered a human health hazard if not maintained in accordance with this approved management plan. Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code. Maximum Dispersal Area Operatina Limits: Design Flow= 450 gpd; BODS 5 220 mgL-'; TSS 5150 mgL-'; FOGS 30 mgL-' Inspection Checklist INSPECT EVERY 3 YEARS o type of use o age of system o nuisance factors (i.e. odors, user complaints, etc.) o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) o material fatigue (i.e., leaks, breaks, corrosion, etc.) o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution / drop boxes) o neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.) o extent of ponding in distribution cell prior to dosing o dosing irregularities - if applicable (i.e., pump re-cycling, float switch settings, etc.) o electrical components - if applicable (i.e., wiring, connections, switches, controls, timers, alarms, etc.) o distribution lateral or lateral orifice plugging (measure lateral distal pressure - compare to design specification) o surface discharge of effluent or sewage back-up into structure served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) o Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under s. 281.48 Wis. Stats. when the volume of solids in the tank(s) exceeds one-third (1/3) the liquid volume of the tank(s) or as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wisc. Admin. Code. o Effluent filter(s) shall be inspected every 3 years and shall be cleaned when necessary to remove any accumulated solids according to manufacturer's specifications. A servicing period will always be greater than 12 months. System maintenance reports shall be submitted to the proper local government unit in accordance with SPS 383.55 Wisc. Admin. Code. Report any component failure or malfunction to: Name of individual or company: Troy Johnson/Quality Plumbing phone: 715- Local government unit: St. Croix County Community Develop Phone: 715-386-4680 Local government unit address: Hudson, Wi ZIP: 54016 Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wisc. Admin. Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wisc. Admin. Code. No product for chemical or physical restoration of the POWTS may be used unless approved by the department in accordance with SPS 384, Wisc. Admin. Code. Continuency Plan In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to a plan submitted to the appropriate agency for review and approval. A failed in-ground dispersal component may be abandoned and replaced by a code-complying dispersal component in a pre-determined area of suitable soils. System Abandonment If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code. tM t ; R!V 9F~1.Yt VillRilA f~ W ~"!M y! R !k $~t 11sM !W A t Inc j hx,ovarkns in Precast, Qrairtage Z~l" t i ~ ewe 3•Wastewater products ADiri,ion of Pdyiok Inc s3~` f~ . s~..,3 74 ,1STALLATION sib aTRUCTIONS vfth opcning Q' 1 r 44 7~! -771: Ster -1: Locate the outla>t of th(r sept r .`c;i11i. It~ t o (A) G lUG f,= Filter ho 1St i-. on, o _le ouijei Pipe. iii#~et [ 1 t6) make suff-, ihatt the iiousinig "B) Certified to so e ftte cat" NSF/ANSI Standard 46 110! t; t - removed from tr e tank ror cartri i e is p er:y ijw ec: anc: U C-4 pp;;~+ ~~yy T N t.. ~ i I • r F` i I j 17--- E Y ?t + tt~;~ fj}pit tf r~ f.a.tC' f.;,0 Remove F''t1k Y tZ~J`?r t_-Ind r)urnp t t - o- _ n... it necessar-, into le the riouSit'1q nial IItC (B) oul of ;;h hu! J? -,c , the ft isr is proir~ I l,r ailGh ecf (G) Hose, Ofd eiia t!1 sYr O? RTt and cornpl -ete,y insei led. f !r~Cl~i~ t Feann`. a` 4 Vi t i!c Ali ,~I~ I~ 9 t `~'i Replace se t tank t : iver hrlnl:, Inc, ' E~ ?h.7d 3r 1 ,CI, ~r,. _77^ L ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM DALE VAN NURDEN Mailing Address 6900 SIOUX TRAIL, ROCKFORD, MN 55373 Property Addre 326 South Glover Road, River Falls, WI 54022 (Verification required from Planning & Zoning Department for new construction.) City/State Parcel Identification Number ~V -Av4,-6D- 00 Z- LEGAL DESCRIPTION jC / q Property Location , Sec. /(o T -70 N R~_._W, Town of Troy Subdivision Plat: NA , Lot # ~ Certifted Survey Map # 10f ?,3 5° . Volume 27 Page # 6158 Warranty Deed # 19 7(~ 70 (before 2007)Volume , Page Spec house C7yes1ro Lot lines identifiable~l yes[] no SYSTEM MAINTENANCE AND O~ WNER 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 systems can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §SPS. 38352(1) and is 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 phuaber 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 tame is less dken 113 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, Mein, as set by the Department of Safety And Professional Services m W the Deparuneat ofNatural. Resonates, State of Wisco=n. Certification stating that your septic system has been maintained must be completed and thorned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration elate. I/we certify that all statements on this form an true to the best of my/our kno I/we anVare the owner(s) ofthe property described above, by virtue of a warranty deed recur in Register of Deeds Otfr Number of bedrooms SIG ATURE OF APPLICANT(S) 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. oan z) ALE (.~7W A'a, t)EA) A a dim A 534" AS REQUIRED 0> 42" P U P 41" j / ~ 4" CAS s 'Px \ a ° 3" 36" 5" D UP 7j" n m U) r ? 4' CAS m a u r.~ R m > O z 3s» cz 4- ~ a F D f M D r z O 0 z t? -a x a 2x z x3 MZ caico n Qua 04a ®,:,z D O° °x z ~r -i ~n° vas xv ZO aao z nm us, am a m ~ti =v'_ ~~z 7C ;v o A>0 25 ;K 0 c -4 Oc Zvi 2 xm (A ox- 4 wzm Ab C> r-rn~n..~ Cn ZI c) o N G~ a 4G ~ma jam f~m4aoIn v~yN Q n o C7 O C 65 W (A p i a F 06 x' p® G7 1*7 1 to G . m v a 4 H z c 0 ov r ~b Da 0 \ Yr~ r O W~ o m ~T7 Z C 0 -4 ;D~- fl M C) z~ ° Wa a D iD 00 > > 14 0 0;0 U) V) ?1 t/1 v o mn z ~7 C m o® -o Z 9 p p p s O 0 o v' ,a.. bz o g b F-4 X j -i v I v ;D WLPlaoo-MR m Ef rm 8881RETE `1 SEPTIC MANUAL DRAWN BY: WCP SCALE: 1 4°=1'-0' E_POOR. IREV. \ W3716 US HWY 90 MAIDEN ROCK, N8 54750 00 DATE: F 00 00 GATE; . 800-325-8456 OST-POUR: ~TLE: +KrFOeo-u~ r Wiscon*ff,Mpautmgn't pf Satety tnd Professional Services Division`'if#ildvs4 Services " 1-1 SOIL EVALUATION REPORT Page 1 of 3 ll~+ in accordance with SPS 383, Wis. Adm. Code t)4X~ ~."1 County ST. CROIX Attach c0vnpl6t a 0 rpd0 not less than 8 1/2 x 11 inches in size. Plan must includc,t`AOfliited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 040 - 1066 - 60 - 000 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). IA) Property Owner Property Location DALE VANNURDEN Govt. Lot NE 1/4 SE 1/4 S 16 T 28 N R 19 EE((or) W Property Owner's Mailing Address ;j!; # Subd. Name or CSM# 6900 Sioux Trail City State Zip Code Phone Number Village Town Nearest Road Rockford, MN 55373 ( 612) 282 - 8524 3L1oS. Glover Road 0 New Construction UseED Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material sandy outwash Flood Plain elevation if applicable NA 7-OA105 X ft. General comments Conventional in-ground Trenches 0.7 loadin and recommendations: 4-4E'~DX 'D1S6,)uN rE'D 114 W iTk/A) /Z''d a L.05 AI&X COSH SY51Z5*' 61,15V B~ 17. b v12 Go~JP 9- v~~1 f S~1~t~ ~S 1 Boring # 11 Boring ~ Pit Ground surface elev. 681.70 ft. Depth to limiting factor 108 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 1 0-18 10YR2/2 I 2fabk mfr as 2vf-f 0.6 0.8 2 18-26 10YR3/4 - sic] Ifabk mfi cs 2vf-f 0.4 0.6 3 26-39 10YR3/4 SO 1 fsbk mfi cs 1 vf-f 0.2 0.3 4 39-44 7.5YR4/4 cost I fsbk ml as 1 of--f 0.4 0.7 5 44-108 7.5YR4/4 - s Osg ml - 0.7 1.6 some gr; few cobs. F2 Boring # Boring 683.10 1•`~ ~2 110 0 Pit Ground surface elev. ft. Dep h 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 1 0-25 10YR2/2 sl I f-mabk mvfr as 2vf-m 0.4 0.7 2 25-33 10YR3/2 sil 2fabk mfr es Ivf-f 0.6 0.8 3 33-50 1OYR3/4 sil 2f-mabk mfr cs 1 o 0.6 0.8 f-f 4 50-60 10YR4/4 mlf 10YR4/6&IOYR6/2 sicl Ifabk mfr cs 0.2 0.3 5 60-66 7.5YR4/4 cost 1 fsbk ml cs 0.4 0.7 6 66 10 10YR4/4 s Osg ml 0.7 1.6 some gr; few cobs; redox in horizon 4 meets SPS code ' Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Sig CST Number Ma Jo Hu ert Hollister's Soil Testing & Design) 224832 Address &~LDate Evalua ion Conducted Telephone Number W9875 690th Avenue, River Falls, Wl 54022 05 - 28 - 2015 715-426-1775 S13D4330 (R07/13) r Property Owner VAN NURDEN, Dale Parcel ID # 040 - 1066 - 60 - 000 Page 2 of 3 Boring ❑ Boring # pit Ground surface elev. 682.10 ft. Depth to limiting factor 1 10 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 1 0-16 7.5YR2.5/2 1 2f-mabk mvfr as 2vf-m 0.6 0.8 2 16-27 7.5YR3/3 - sl 2fabk mfr as lvf-m 0.6 1.0 3 27-32 10YR3/6 scl ifabk mfr as lvf-m 0.2 0.3 4 32-46 7.5YR4/4 s Osg ml gw 1 of--f 0.7 1.6 5 46-110 7.5YR4/6 s Osg ml 0.7 1.6 some gr; few cobs. RO Boring # U Boring ~ ❑ r1pit Ground surface elev. ft. Depth to limitfnn fa or 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 Boring E Boring # Ground surface elev. ft. Depth to limiting factor in. pit 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 Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L S©D-93 3 0 1 8 0711 3 ) k' Prot Plan page 3 of Property Owner L E V" A ugDeA ~ 1"=4Qft Legal D~►.scriptcon ut✓ of -rrfE sE /y{ see. tb (except where note4 72U.1 R 12 WF ?ovm) ®F JEoVI ~Sr-_cgm CgiA N rK. Backhoe pit Wis eon; AA) Dd$' A0C&.5 North bQZ.lp Q << J 0.l-'o r BM#~ K~ 1a{#~%S~~KtFIC- RpuND _ KC E ~e4cTN /~I~ T i Site Location: _4_. j s° ppp 4 IT7 Y* 1 6 Z O O =°'n3 S~}iJ i O~~ o 7.1 o. CD m3 ° Qa j 0014 ~ m cn a EMPIRE BUILOER OR m ~rC to an+j 0 ~,z ~s rt~ r Ao- } W lip M1 rinw Sp vW d.1 a l y AIM 5~ w wy { . 4n 0C w ° ~ 9 h N Nli% to :E ~ V Al ° L U2 C @y g>> rr ° a_i o 0 ti ~~,AA; MA DE / 347 GLO~tk RD ~m SUL4 H f' } C m V(: 27 PC 6 6 gi I `s 326 Uf GLOVE t RV „ SCC CDD, St. Croix County Community [development, Wisconsin RECEIVES i mass VV R a I'ei ' ~IUeV 0 A z~j;0 COUNTY JL a L7F j-' S7 CnOlX MUNIT'(DEVE L0PMSNT JOM g "1 F L 0I'X 0 U t-4 Ty i M't'fdx tf4rc a•,r ~l~ P d-' tali ' U q L ktl ~i ° - I CERTIFIED SURVEY MAP i LOCATED IN PART OF THE NE1/4 OF THE SE1/4 AND PART OF THE NWi/4 OF THE SE1 /4 OF SECTION 16, T28N, R19W, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN. LEGEND x~+~± FOUND ALUMINUM COUNTY - ^ O G SECTION CORNER MONUMENT S OR AS NOTED ~~=z 1ONPIPE0UT51DEDIAMETER SURVEYOR: PREPARED FOR: O a¢ DOUG J. ZAHLER + u z p FOUND 1-1/4" OUTSIDE S & N LAND SURVEYING GALE VAN NURDEN a o DIAMETER IRON PIPE 6900 SIOUXTRAIL F u 2920 ENLOE ST. SURE 1.01 ROCKFORD, MN z wow SET 1" OUTSIDE DIAMETER BY 18" HUDSON, WI 54016 55373 ,u 0 LONG IRON PIPE, WEIGHING 1.13 LBS. j PER LINEAR FUO I BUILDING SETBACKS PER TOWN , - ZONING, DISTANCEAS SHOWN N. GLOVER ROAD ( I PREVIOUSLY RECORDED DIMENSIONS EAST 1/4 CORNER i - W PROPOSED DRIVEWAY LOCATION SECTION 16 (FOUND1 EXISTING DRIVEWAY LOCATION SURVEY MARK NAIL) / ~N88°56'57"E 416.47' NORTH LINE OF THE IVE1j4 OF THE SE14 d 589"06'44"E 271.43' SCALE: 1"=200' rm~ y11 61.51' j ~aJ A to ' 200 100 0 200 oo\~~Q~~` i t O i In m0 ~~jtA N>37 =1 E 537 • I G11 :LOT 1 Ir v+ ; TOTAL AREA: ~l :2$6,067 SQ. FT. M S.`¢-~~ ° (5.878 AG) im tm . N O / N l.R I C i : AREA EXCLUDING: L 50' m R/W: p o _ m m 218,3875Q,FT. 10 J -5 013 A I k - o m N SD' o i. ~ \ M • to q I l _ w o l`~ q N89°59'07"E4 1.59' m o m ~g i... N6611.v LOT 2 1 g w N TOTAL AREA: - o O1- 1,179,9a8SQ. Fr. (27.088AC)~ i IG 6 W z AREA EXCLUDING R/W: I (rte I,,I50,s26SQ.FT. (26,415 AC) 150.00' rn ( - N m I o 10 NOTE: THIS LOT SHALL BE INCLUDED IN ~~~W"+C~ij, Icy THE FARM PLAN IF THE PARENT hPa~UC J. tisi Z PARCEL IS FURTHER SUBDIVIDED IN 10 THE FUTURE. SEE ORDINANCE t ZAHLEt~ Iv' - 135-8-D.(9)- EXEMPTION TO REZONE ; 5-2145 I SEE 170-F.2(aI(5I(c). L HUDSON, - ; wA WELL 5(y' -FOUND PIPE 561'27'32"W 0.53' FROM ( ~~r EXISTING SHED COMPUTED CORNER LOCATION 5EFTICTANKS 3 33 SOUTH LINE OF THE IVEJ 4 OF THE SE114 SW54'10'•W 1319.45' v~ FOUND PIPE N09°29'52"W W UNPLATTED LANDS 0.50' FROM COMPUTED N CORNER LOCATION O1- IC) Each Parcel shown on this map Is subject to State, County and Township laws, SE CORNER 177 T rubs and regulations wetlands, minimum lot size, access to parcel, etc.) Before SECTION 16 IGI purchasing or developing any parcel contact the St. Croix County Zoning Office and thel Town of Troy for advice. DRAFTED BY: DAWDKRUSCHKE PROJECT NO: 6783-004 DATE: 6/1/2015 SHEET 1 OF 2 { I i