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026-1304-05-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT sanitary Permit No: 567290 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: Gilkerson, Daniel & Heather I Richmond, Town of 026-1304-05-000 CST BM Elev: Insp.BM Elev: BM Description: Section/Town/Range/Map No: /61) 65V 07.30.18.1594 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 7 Benchmark Dosing ( / 75U AI�O tto.�. d S� n?� g�f` d �.3 �(. • 7 Aerqpq l t " �,a-- r,��_ Bldg. Sewer J Z,� �7 V4{ Holding St/Ht Inlet 12- 11 TANK SETBACK INFORMATION St/Ht Outlet \_1 TANK TO WELL BLDG. ent Air Intake ROAD Dt Inlet Septic 5 3 $ / '\ t:�""" Dt Bottom V -� Dosing S3 f $t' /Q / Z 2- Header/Man. lb.M c,3 -1 T T Aeration Dist. Pipe �°•zf 73.7�. Holding Bot. System H.Lq /Z , 7 d� PUMP/SIPHON INFORMATION Final Grade L 95 •� Manufacturer Demand St Cover. / Z O e� GPM �� 7 '741. A Model Number ^ , 1 `6 I t ,Z---. TDH Li$O• ,%O Friction Loss S System Held% TDB Z g FFtt Forcemaiin Length / D Dist.tto•JWell //D SOIL ABSORPTION SYSTEM BED/TRENCH Width ) Length / No.Of Trenches PIT DIMENSIONS No.Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 96 a— SETBACK SYSTEM TO 7 P/L BLDG IWELL LAKE/STREAM LEACHING Manufact rer INFORMATION CHAMBER OR T,"g-1`G �v\ Type Of System: t UNIT Model Number I r ^ r D /V DISTRIBUTION SYSTEM of � Header/Manifold Distribution x Hole Size x Hole Spacing To Air In ake Pipes) Length Dia � Length �--Dia � Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center '7 Bed/Trench Edges Topsoil vi L J No Yes [] No COMMENTS: (Include code discrepencies,persons present,etc.) Inspection#1: / / Inspection#2: / / Location: 909 162nd Ave New Richmond,WI 54017(SW 1/4 SW 1/4 7 T30N R1 8W) Hayden's Rolling Acres Lot 5 Parcel No: 07.30.18.1594 1.)Alt BM Description �6[.K 5 6 2.)Bldg sewer length= 1 n -amount of cover= 6� ---- -- - - Plan revision Required? Yes No � 5 � �I� 1� �q3� 7S Use other side for additional information. SBD-6710(R.3/97) Date Insepctor's Signatu Cert.No. I M IW Tt � 1 � 02�NCO FTOSZZ- /yl�s� S�57? o 6L-rJ q 2,7 6 O�t - �' �►�' 1a0� I�� STEEL. (�tM t�J,T --:4;24"$`ti •. �o� County • '' v.F, Safety and Buildings Division >alcl Sr eie:0/ c '¢ '‘,4°0 201 W.Washington Ave., P.O. Box 716 Sanitary Permit Number(to be filled in by Co.) , P l-i Madison,WI 53707-7162 y1fo. S 50 7 z It ermit Application S ction Number .. In accordance with S•:,ii, 3.21 is.Adm.Code,submission of this form to the appropriate governmental fir. $ Nri- is required prior to obt• ng a sanitary permit. Note:Application forms for state-owned POWTS are submitted to 11 . tAddress(if different than mailing address) the Department of Safety and Professional Servies. Personal information you provide may be use' - on ry ° < I/ / Z A� purposes in accordance with the Privacy Law,s.15.04(1)(m),Stats. .•<<, 9f j'(9 I. Application Information-Please Print All Information '>•,CO4, Property Owner's Name Parcel ifr' oniViFG a' i ,C- DZG-/3eit-oS=eee Property Owner's Mailing Address Property Location � / ‘°0 /�0 I7,4f Govt.Lot �, 1 (,'i4 City, �',/ Zip Code Phone Number �/,, �!/ 1/4, Section 7 fT/ /�/1. lif,,t/e\ & ,io_ r�� /f cleone II.Type of Building(check all that apply) !� Lot# T �!/ N; R / T� E oCV or 2 Family Dwelling-Number of Bedrooms (�� Sub' vision Name • Ok d-a Le:") Blo •'� s �1(/If f A, / �`" PI ❑Public/Commercial-Describe Use ❑City of ❑State Owned-Describe Use CSM Number ❑0 Village of �,L ,\ 2 4 1:D4- (e,a_ 2-2- c3 --1,0 e.C.� '(�� /°- °wn of ��K� �/U!J III.Type of Permit: (Check'only one box on line A. Complete line B if applicable) 26 rut-, A. 'New System ❑Replacement System ❑Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System(explain) B. ❑Permit Renewal ❑Permit Revision ❑Change of Plumber ❑Permit Transfer to New List Previous Permit Number and 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 El Holding Tank ❑Other Dispersal Component(explain) ❑Pretreatment Device(explain) V.Dispersal/Treatm t Area Information: Desi Flow(gpd) Design Soil Application gpdsf) Dispersal Area Required I) Dispersal Area Proposed System Elevation f/ D •fig/ .'7 es7 $?/•6 i4b 9,. 7 VL Tank Info Capacity in Total #of Manufacturer Gallons Gallons Units t o'O Q U t New Tanks Existing Tanks r /' " a g 1 3 A �✓/al t..n-c.e �`r a C� v)- ti vi w C7 w Septic or u.,i.";..a Tsai( /Ar0 ^_ (25 • / -/v vG1/77.- Dosing Chamber �/D "7 ' /7 `0/26' /y VII.Responsibility Statement- I,the undersigned,assume ponsibility f installation of the POWTS shown on the attached plans. Plumber's N (Print) Plumber's: _+ attire MP/MPRS Number Business Phone Number .o . 4- �jN Z i /' 0/39i/G Z- 7/ 235-- Z64' Plumber's Address(Street,City,State Zip Code) 09 7D "IE. /7e/fed OffL wr S27T/ VIII. ounty/Department Use Only / / Approved ❑ ! •uprove� Permit Fee Date Is rd Issuing ent Signature / 3 4.u-- 'eason for Denr. $ L/75. to /Z/.5 43 ' ill IX.CondipyglReasons for Disapproval / 1.' Septic tank,effluent filter and / dispersal cell must all be services/maintained as per management plan provided by plumber. 2. All setback requirements must be.maintained as per applicable code/ordinances: Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 x 11 inches in size SBD-6398(R. 11/11) Private Onsite Wastewater Treatment System Index and Title Page Project Name: b///t',', sDyki .1 Owner's Name: Owner's Address: �� f s l.0 y i€ c//ir )WD Jl Silos Legal Description: 444) 7d/ /4 7 7.5. ,4/ /O ed g p tion: Municipality: Town Village, City-e. /`ic/ 44/7) County: (!/W/V ion Name: /� �'/s /6/i 5' %E � Subdivis f�� Lot Number: Block Number: Parcel I.D. Number: Page 1 PLO r1 Page 2 S ne 0 Page 3 .5"rx- f/:e A/ Page 4 , Ip et>4 t// Page 5 feite)f" " / / ,L' Page 6 aedtt) LL , /,`IVOV 14;vi 9 1(7 J r Fp Page 7 Page 8 Page 9 Name of Designer: /d License Number: /-Jp/.94/G %- Signature: Date: //'52- /3 Designed P /ant to the Following POWTS Component Manual >SPS " 38, Z1-13 gr."4-774-14 /6,24-:;t4-2 50J74( 51A) ,11..te 57 g 4*( /JC } 15o4(- poo /ii 4/421 - 4d. art , PVL 17Z / vt-4 hô1 frk- rw1 .r1.' D 41 Ae. Co it( pv,"7,47:0 0 • Of.! rt tz'soii.so / ('o no 7-01414 / 15-( PU+410 Ote-r-Neo /4/gA- gs," / coletz, q t)r-iiiippf-e, c'itkelb-QJ q.,97tk, 57-'f 144 92,-1 1/7 k- B loot l'` b 0,-r Soil Absorption System Cross Section /o/ ft 1E-- 1111 4'Schedule 40 Final Grade PVC Vent Pipe —) With Vent Caa 72' 7 ft System Elevation 5 ft Soil Absorption System Plan View ft �� ft If111111iE« 11111Itllh1II11111 11111(fuIIAIII11It1111111111111111 11111. 5-0 Leaching ( Trench 1 • ft Chambers —� 111 111111Ill ll ll11111111111111 11I111I111(III111111M11111Ik�-\ 4"Dia. Trench 2 Header Vent Or Observation Pine_--- _--_-- — Leaching Chamber Specifications, Manufacturer And Model -7-// 1/- 2rrO! Ot)iifr EISA Rating 0 ft per chamber Soil Application Rate °7 gpd/sq ft �dCJ gpd Design Flow `G_.� Soil Application Rate + 20 EISA = A/1/ Chambers rows of a)- chambers each. .4714 SO 7, 050 Page=of 0O9/.(o ....t: x i .. 1.) ¢^� w 2 / ., II.rt:4■d MAID • WLA'fU PR/ W I.Q>:KtNtF+ COVRR r .31JNtTtvt+ . f re 1lac . larrei .urBE.�. pwcit D4SCOMNSC1' 4" C.T. t*+n.�Lt�at 0ow+� CO �6" * Q_ T-;t � vi.,. 12' Pt Pf: 3' . 4 MMDtSTUReib Solt_ 24' 1.:10. �, 4"G.�. v MA)4't0 fC 1 t VJ:NT twK.ir '-"""Li 1. t- ECM 407'24r wc:n WitOvia2 A /Ca-mot. tt.nrs ,1, F-..E.S i . • 4 I 3'ober* S. - 4 Z" 0/4 A �"`D`sTwr�" $,8 > - . l . C004440%1- i I i _ . 64cCat , di c ._____ L.. ___,,, . -- ,\,....‘_ 4,,,,,, i..... -,_nc. E g p 'r 01 1 1:1. 444.1. E 14•ti A- m... • C.cw.4,r.t .5 PER >]A»Y t 5 MA►JUFACYUR£R:. WARIER OF DOSES: TA0.1K SIZE,: 17-S-'0 - S� AG 01.1... .,005E VOLUME , 1�.0 -1- 31 R.M. /�1dltll.lFAG1't31iCR: k `� 1NCLUOIMG 6ACKFLOW:—15 ...r 51 CirA1.t.ONIS w MOOrL �uKbtK: 1 '�1 �-{..y CAPACITIES= Asa ° a''� WOKS OK 40/ GALLONS SWITCH .T Pti- ..1.∎.� ..... as tktCNCSOR IA SWITCH .P /'SMJUFACTURCR: 2Cit'/lam C,. 8'9 itJtKfS OK 16/ GAt.t.G1JS MODEL NUMA[K: �'� & r D� �' Mk.HES OR 1....Z Z' GALt,01J• 5W1 rC H TtiPE• „ ~."A"c"" te 4 yQTE.: puMP AND ALARM ArtC To t!G Mtt1lJ+tiJJ"l OISCMAIlGC Riot G M INSTAt.LGO OM SEPARATE CtRCL;►TS -14AL wrivERGJCE 5ETWEE11 PUMP OFF Mt0 DISTR{bUTt*IJ PIPE.. 1.,.5.. FEET 1/1 A;0.11MUM NETWORK SUPPL1 PAESSURC - 2.5 FEcT 110_FEET OF 1'ORCC MAIW X I," . rotoortFKItTIG►1 FACtoR_. FEET Q k°` "` TOTAL Qb1JAMILt NEAb = ...�., FEET tcU.UAL. OIMCN510t3i -. OF TA JK: LEkiEfT01 ` 'S ry / �` ►, —.�.�k�.DTH � .;LIQW0 DCPTH FW4.•L 3 � '- --7 PUMP PERFORMANCE CURVE MODEL 151/1521153 TOTAL DYNAMIC HEAD/FLOW ; PER MINUTE so— 14- Is 143 EFFLUENT AND DEWATERING 'z_ 40 MODEL 151 152 153 10– 35 152 Feet Meters" Gal, Liers Gal, Liters Gal, liters 30 5 1.5 50 189 69 261 77 291 ~��. 10 3.0 45 170 61 231 70 265 °– 25 '�., ®�® 15 4.6 38 144 53 201 61 231 r4 M 20 6.1- 29 110 44 167 52 197 ; 25 7.6 15. 61 34 129 41 159 30 9.1 ' 23 87 33 125 15 ® 35 10.7 – – – 22 85 1- ' - ; 40 12 .2 – _ . . 11 42 IS Shut-off Head: 30 ft.(9.1-n) 38 ft 111.6m) 44 S.(13.4m) 2- 5 0145080 0 10 20 30 40'. .50 •80 70 80 90 to GALLONS . LITERS 0 40 • 120 160 200 240 280 320 380 FLOW PER MINUTE 014808„ -Model.151. Models..152 / 153 CONSULT FACTORY •FOR• • SPECIAL APPLICATIONS -. 67132 •- H 61,4 --1 3716" 4S8 327132 1 -45'8 •Timed dosing panels available: ( I 4:: ▪Electrical alternators,for duplex systems,_are available and ( r• • •Double piggyback variable level float switches are available for variable level fang and short cycle controls. _ •Sealed Qwik-Box available for outdoor installations.See ��t l FM1420. I , Rs j •Over 130°F.(54°C.)special quotation required. - ii._1 i± G 151! 52/153 Series 111116 121,8 I 1511152!153.MODELS Control Selection L_III Man i /iI1 t. Model Volts-Ph Mode .Amps Simplex Duplex i � _� s Ira u■tival�Ylll Ir•w is 4 ue ��°, N151 115 1 Non 6.0 I 2 or 3 ''.�"=. 'mot••' � � l BNI51 115 1 Auto: 6.0 Included 2 or 9 1Iit irir, -- �� $ ill ra r4 r �i t E151 230 1 :::Non 3:2: 1 2 or 3 0E151 290 1 Auto 3.2 Included 2or3 81(2444 51(2064 N152 115 1 Non 8.5 1 2or3 BN152 115 1 Auto 8.5 Included 2 or 3 L. E152 230 1 Non ` 4.3 1. 2 or 3 8E152 230 1 .Auto' .4.3 included 2or3 N151 115 1 Non:. . 105 1. 2or9 BN153 115 1 Auto 10.5 -included 2or3 SELECTION GUIDE E153 230 1 Non 5.3 -1 2 or 3 BE153 30 1 Auto 5.3 Included 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level float (e CAUTION I switch. Refer to FM0477, All installation of controls,protection devices and wiring should be dons by a qualified 2. See FM0712 for correct morel of Electrical Alternator E-Pak. licensed electrician.All electrical and safety codes should be followed InclUding.the most g Variable level control switch 10-0225 used as a control activator,specify duplex(3) recent National Electric Code(NEC)and the Occupational Safety and Health Act(OSHA). or(4)float system. 4/ 7 0/f RESERVE POWERED DESIGN For unusual conditions a reserve.safety factor is engineered into the design of every Zoeller pump. ,. MAIL TO:-P.O.BOX 16347 Louisville,KY 40256.0347 Manufacturers of.. :-/ SKIP TO:3649 Cane Run Road /!"` '� / /. , 'I m Louisville,KY 40211.1961 Q�.ru 'Paws�vice /9,79 ae P Lt1 (502)778-2731 FAX (800)928 PUMP http://wwwsovlhraom - • FAX(50?)77<-36?I "",4.4‘.._14414+o411114 7n.,lI f`n All rinhtn riiAP1VA i. Submittal Data Sheet 8"-15" Dia. Biotube® Effluent Filters , 1400448-0643 General 11 Orenco Biotube®Effluent Filters(U.S. Patents No.4,439,323 Ai and 5,492,635)are used to improve the quality of effluent „-•' Optional 1G.. exiting a septic tank.The Biotube cartridge is removable for ' Alarm Float Assembly maintenance;the handle assembly snaps into the notches in , 4i,P (Ordered Separately) the top of the vault,and the handle can be extended for easy .� removal of the cartridge.A"base inlet"model is available for Handle low-profile tanks. Assembly Standard Models ' " -`� _oo 8 0 Standard Series:FT0854-36,FT1254-36,FT1554-36 ,,�= Slide Rail Series:FT1254-36R,FT1554-36R Ill 1!1 Biotubes® Base Inlet Series:FT0822-14B Optional Alarm Float Assembly: Standard:MF1A-Y-11FTL;Base Inlet MF1A-Y-5FTL ( Q Nomenclature {�FT 1 OE t'l'-mA® Pipe —— Coupling TOptions: Blank=standard series. B=base inlet series R=slide rail series(12"and 15"only)* Cartridge height(inches): Vault 36 = standard 14 = base inlet model vi Housing height(inches): l Inlet 22 = base inlet model '� 48 = when minimum liquid level is 37"-46"(8"dia.only)** ( -� * V Holes 54 = when minimum liquid level is 46"-63"** 60 = when minimum liquid level is 64"-84"** `• tSUpport 66 = when minimum liquid level is 85"-112"** Coupling Filter diamejer: i' 08 = 8"Y tSupport 12 = 12" - ::: Bracket 15 — 15" i Blank=1/8"filtrafionV ,: P =1/16"filtration t 12"and 15"only. Biotube effluent filter series •Use the slide rail when only one access is available for the filter chamber **Minimum liquid level is measured from the invert of the outlet to the tank floor (Select the housing height that corresponds to the tank's minimum liquid level to optimally locate the inlet holes between 65%and 75%of the tank's minimum liq- uid level.) Materials of Construction 6/7 Vault PVC Biotube Cartridge: Polypropylene and polyethylene Pipe Coupling: PVC Handle Components: PVC Support Coupling and Bracket PVC 14.411-FT-FT-1 ®2004 Orono Systems*Inc. pots,52,®8N4 Page 1 of 2 Submittal Data Sheet 8"-15" Dia. Biotube® Effluent Filters (continued) I J A II4• upl 40 E Standard Model Coupli ng' ., • '!1•11�,, ' A Base Inlet Model ..o :-.,....:4"1;" .l":11. f.„, . ' . ,:: H f , iti: {` e kit ril !;!.4,.;:1,7.:: �• : ::::; 4•Sch.40 • :• a : t. .f.:` 4•Sch.40 Coupling' � r•� : �' Coupling' 'r:f r. •r: h fff; •crr. . ct 1 • 11/2. f: :N Flw .MI.' : ,.,..,,,,•.! 5 _1_ W (See footnote 3.)•HI--- D --01 I<— D H 1— Specifications - • 1• --. FT0854-36 FT0822-14B FT1254-36 FT1554-36 Model FTP0854-36 FTP0822-14B FTP1254-36 FTP1554-36 D-Nominal Diameter(in.) 8 8 12 15 H-Vault Height(in.) 54 22 54 54 h-Inlet Hole Height2(in.)• 22 n/a3 22 22 I-Invert-to-Base Height(in.) 38 13 38 38 C-Cartridge Height(in.) 36 14 36 36 (Individual)Biotube Diameter(in.) 1.125 1.125 1.125 1.125 Number of Biotubes per Cartridge 18 18 35 59 Filter Surface Areas(sq.ft.) 14.6 6.0 30.0 50.5 Flow Area"(sq.ft.) 4.4 1.8 9.0 15.2 Inlet Hole Diameter(in.) 1.375 n/a 1.375 1.375 Number of Influent Holes 8 n/a 8 8 •Filter area is defined as the total surface area of all the individual biotubes within the filter cartridge. "Flow area is defined as the total open area(area of the"holes")of all the individual biotubes within the filter catridge. 1 PVC slide tee substitutes for coupling system when optional slide rail system is used.12"and 15'only. 2 Influent hole height may vary depending upon the configuration of the tank.Optimum hole height is between 65%and 75%of the minimum liquid level. 3 Influent enters fitter through the space created between the bottom of the vault housing and the bottom of the filter cartridge. ©2004 Orenco Systems`Inc. NSU-FT-FT-t ' Rev.52. S/04 Page 2 of 2 Submittal Data Sheet 8"-15" Dia. Biotube® Effluent Filters (continued) I J A II E 4"Sch.40 '"4------ Standard Model Coupling► A Base Inlet Model ;rr: .r.,:Fr!,2i:11 Vg. i% it h vv 2;.,i. "• "••• .r z f H ili:iii: N " "F f"M•M.f N �... r „ 4"Sch.40 :.. : . •w •,.,,. Coupling, fr; :: ;41 4 Sch.40 f� `�;t., `. g Coupling, ��l M �i i'...!iii;:!" h t 1 1 - '. RF'��,f C 11/2" it: Fa r,. V "• 1 HOHI _�: ��"' " :�'r: fC '_ I ..4. (See footnote 3.) r* D --0-1 - . . . . . H D H Specifications FT0854-36 FT0822-14B FT1254-36 FT1554-36 Model FTP0854-36 FTP0822-14B FTP1254-36 FTP1554-36 D-Nominal Diameter(in.) 8 8 12 15 H-Vault Height(in.) 54 22 54 54 h-Inlet Hole Height2(in.)• 22 n/a3 22 22 I-Invert-to-Base Height(in.) 38 13 38 38 C-Cartridge Height(in.) 36 14 36 36 (Individual)Biotube Diameter(in.) 1.125 1.125 1.125 1.125 Number of Biotubes per Cartridge 18 18 35 59 Filter Surface Area'(sq.ft) 14.6 6.0 30.0 50.5 Flow Area"(sq.ft) 4.4 1.8 9.0 15.2 Inlet Hole Diameter(in.) 1.375 n/a 1.375 1.375 Number of Influent Holes 8 n/a 8 8 •Filter area is defined as the total surface area of all the individual biotubes within the filter cartridge. b Flow area is defined as the total open area(area of the"holes')of all the individual biotubes within the filter catridge. I PVC slide tee substitutes for coupling system when optional slide rail system is used.17 and 15"only. 2 Influent hole height may vary depending upon the configuration of the tank.Optimum hole height is between 65%and 75%of the minimum liquid level 3 Influent enters ftlterthrough the space created between the bottom of the vault housing and the bottom of the filter cartridge. ®2tID1Mace Systems*Inc. Rev.tit.1611-FT4T t ®8104 Page 2 of 2 POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page 6 of 7 FILE INFORMATION SYSTEM SPECIFICATIONS Owner ,1 -<� Septic Tank Capacity /P� gal 'NA Permit# CJ Septic Tank Manufacturer "k /jr ❑'NA DESIGN PARAMETERS Effluent Alter Manufacturer QA2E,,fJ�p ❑ NA Number of Bedrooms it ❑ NA Effluent Filter Model ,4)-410," /yrs t ❑ NA Number of Public Facility Units Pump Tank Capacity ISO gal ❑ NA Estimated flow(average) ''�(� gal/day Pump Tank Manufacturer �-j/ �/fT ❑ NA Design flow (peak), (Estimated x 1.5) GOD gal/day Pump Manufacturer JJ j4,,cc ❑ NA Soil Application Rate #60/ gal/day/ft2 Pump Model OAJiSI-1 ❑ NA Standard Influent/Effluent Quality Monthly average* Pretreatment Unit iii-NA Fats, Oil & Grease (FOG) 530 mg/L 0 Sand/Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD5) 5220 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids: (TSS) 5150 mg/L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cellls) ❑ NA Biochemical Oxygen Demand (BOD6) 530 mg/L - 1n-Ground(gravity) ❑ In-Ground(pressurized) Total Suspended Solids (TSS) 530mg/L ❑ NA ❑ At-Grade 0 Mound Fecal Coliform (geometric mean) $104 cfu/10Oml ❑ Drip-Line ❑ Other: I Maximum Effluent Particle Size Ye in dia. ❑ NA Other: ❑ NA Other: ❑ NA Other: ❑ NA *Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: c273 ❑ monih(s),;JeCyear(s) (Maximum 3 years) ❑ NA Pump out contents of tank(s) When combined sludge and scum equals one-third (Y3) of tank volume ❑ NA 0 month(s) Inspect dispersal cell(s) At least once every: a., A!year(s) (Maximum 3 years) ❑ NA Clean effluent filter At least once every: ❑ monthis) Q�L /f'S ❑ NA /f la'yearls) /t/Fs-PED At least once every: ❑ month(s) ❑ NA 3 J�year(s► Inspect pump, pump controls 4,alarm Flush laterals and pressure test At least once every: Cl monthlsl� NA ❑ year(sl Other: At least once every: 0 month(sl NA ❑;>year(s) Other: NA 1 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 Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank 1 inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local.,regulatory authority. When the combined accumulation, of sludge and scum in any tank equals one-third (Y3) 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 113 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. , tifAgfeldto.,,, Page 7 of 7 ... y . .....,,..... lTAITVPAND OPERATION 1tOr*P0Itl':9cininruation, prior to use of the POWTS check treatment tank(s)for the presence of painting products or other chemicals that may)(Apede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System 'kitfililiP shall not occur when soil conditions are frozen at the infiltrative surface. During „', u power outages pump:tana:inaysfill 00010 normal highwater levels. When power is restored the excess wastewater will be diaChargtOtiel,clisperael de)"illWie;cre large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent.,1 l',,e'rn,old this situatiOn*Vecthe':contents of the pump tank removed by a Septage Servicing Operator prior to restoring :PoWer to tnIC'efNent pump 0(:-i)00taiit a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within th*eump' ank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area 'within 15 feet"down slope'of any mound or at-grade soil absorption area. ;Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the :POWTS: ;antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; Painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the,POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: ' • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator, • ,After'pumping, all tanka and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. iev PLAN ' ,,,,'..,4:,-' AS, ., ■ CONTINGENC ._-,,, — it the POWTS4alls.and cannotbfrf•Oaired the following measures have been, or.must be taken, to provide a code compliant replacement system: ' g A suitable'replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. 0: A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. a The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. a 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. 5 5WARNING$,>. SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A.SEPTIC; PUMP OR OTHER TREATMENT TANK UNDER ANy CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR.O A TANK MAY BE DIF,FicuLT OR IMPOSSIBLE. • ADDITIONAL COMMENTS , , ' . -. - . . ,I -i ; ',.:,..; - • POWTS INSTALLER POWTS MAINTAINER NarPo, 4- #ti /a?A t e.AO-- /,ti 4— I Name 72— .?it/j._ "Lek- /Am_ . .. Phone -//c..— 7/5 _-_, . . li Phone 7/3-- -z... s.--.... z_44,4 SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Nath e .7,_ . /1/2_ ,;728.k Name $r PhoRf ',”; Z4'/5' Phone 7/c- 504— 4,0 f3e) ibis doOtripeptrvies:drafted in compliance with chapter Comm 83.22(2)(b)(1)(d)&(f)and 83.54(1), (2) &(3),Wisconsin Administrative Code. k • :Pogo of 7 7 ',..,-.P.PARTMP;AND OPERATION Ts:f.;tio'#: iiiiiitruction, prior to use of the POWTS check treatment tank(s) for the presence of painting products orOther chemicals in t'rviaVIiiiPede the treatment process end/or damage the dispersal cell(s). If high concentrations are detected have the contents •?•of,ttii.telikisi,removed by a septage servicing operator prior to use. SyeteinfaiiitUP shall not occur when soil conditions are frozen at the infiltrative surface. • PPring.giili.9oacois pumpir4,ray fill above normal highwater levels. When power is restored the excess wastewater will be overloading the cell(s)and may result in the backup or surface discharge of "..':4iichar100,4':#404Persat:ci*(4..,11 ?" large dose, 4f'd-; Um-tank removed by a Septage Servicing :effluent: 1.4,:arlo,.ThiS*Ituatiory■itc#ii:,Contents,of the pump . . Operator prior to restoring 144iffiiient'pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to power to . 0., ..,. , • !. .1. ___:,,, L._ :,.. •:. •,::., ., , . ,;....restore nerrii4114001i within the fill; PP'''11nIc*. Do not drive or park vehicles over tanks and dispersal cells.. Do not drive or park over, or otherwise disturb or compact, the area :within 15 feete'cown 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 fthte. POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disin octants, fat; foundation drain (sump p :lump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting Products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is ..*-• properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • ' All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator, • • '.:;,at.iag.;.piiirping, all.tankriend pits,shall be excavated and removed or their covers removed and the void space filled with ' '' ': •. '''''''if.0-681 or another inert solid material.- •.. CONTINGENCY PLAN • ''i'*''.:••:' ,''•;'' ': .' ' :. : . i If the POWTS falls and vanhdt:•be4Opaltect the following measures, have been, or must be taken, to provide aCode compliant .: ..ireplacement system: '''.'1:•': ge. A suitable:replacernentSrea has been evaluated and may be utilized for the location of a replacement soil absorption system: The replacement area should be protected from disturbance and compaction and should not be infringed upon by . .:;.. ' 'i■ ,required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the-replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must "" . .. comply with the rules in effect at that time. •.' ' '': ta,.A! suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS • .: :'•• ': •;' technology a holding tank may be installed as a last resort to replace the failed POWTS. , site 1:1_ The site has not been evaluated to identify.a suitable replacement area. Upon failure of the POWTS:a soil and k evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank . • . may be installed as a last resort to replace the failed POWTS. .'. .: 0,._Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. .R i Reconstructions of such systems must comply with the rules in effect at that time. -•,',, ,:tWiliAcrl:411,rylv;,i;?...4' p'0THEFi'i‘i**111E.:_NT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT :'-:•2.ENTER.Acpgere;.pump.oFvgrtim.,TREATIVIENTTANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT., RESCUE OF A PERSON FROM THE INTERIOR.O TANK MAY BE DIFFICULT pytrAPo ' 1 IMPOSSIBLE. • ADDITIONAL COMMENTS '' •, ., • , :-_.• ,, , , . , ,_ , , , : . „ - ••::. : • ' ,:•! :•• • . ' • :,.::,, ;.-,:•;;,';',; •••• . . POWTS!INSTALLER POWTS MAINTAINER • : •;,,, ,..!,1 :-. .„.4.:. . , Nan a, -7fil. //V Name 1 72 /'1.A1 Z- /A/4- 1.:=:•Phone :: Tic-, 7..5. 7_4 ye , Phone 7/17- -z...5.5":-- -zi.d744 . . . SEPTAGE•SERVICING OPERATOR(PUMPER) LOCAL REGULATORY AUTHORITY Nafili. 77 4/2, ffi_si,..- z/i/e Name 57- eig, ./Je* 7...e/t4A1 ,., :'..... Phone ,.c.J."7/c— 3.c".--, 744e, 5,‘ Phone 7jr.- 5404-- 46 & This docunte'h*nts:'drafted in compliance-with chapter Comm 83.22(21(b)(1)(d)&(f) and 83.54(1), (2) &(3),Wisconsin Administrative Code. ST.'CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer t . t t' _ 0 N 'AI L& Ilk Mailing Address ,2(J60 \vl A-voiNwz I 9-fOl Th Property Address l09 \ (924 %l^L,�,IL \v1 eh CY\b ( Viz: 01 3- (Verification required from Planning&Zoni�g Department for new construction.) City/State KM NO\ Parcel Identification Number 02,(.P—\3Cel —C LEGAL DESCRIPTION Property Location 5W '/a, 54 '/4,Sec. 1 ,T 330 N R L W,Town.of Subdivision Oblytai5 ( 1)111 4( y-'e.5 , Lot# . Certified Survey Map# ,Volume , Page## © Warranty Deed# -I 8 s C)e \ , Volume ,Page# Spec house yes no 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§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. 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,Siateof 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. Uwe certify that all statements on this f are true to the best of my/our knowledge. Uwe am/are the owner(s)of the property described above,by virtue of a warra ty deed recorded in Register of Deeds Office. Number or bedrooms 1-4 /2 4 I 3 SIGNATURE 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.08/05) 1111 111 3111 i DOCUMENT NO. STATE BAR OF WISCONSIN FORM 1-2003 8 1 7 9 8 9 7 WARRANTY DEED Tx:4148539 985089 THIS DEED,made between David Kieckhoefer a/k/a David J.Kieckhoefer BETH PABST and Pam Kieckhoefer a/k/a Pamela A.Kieckhoefer,husband and REGISTER OF DEEDS wife("Grantor"whether one or more)conveys and warrants to Daniel R. ST. CROIX CO., WI Gilkerson and Heather M.Gilkerson,husband and wife as survivorship 08/30/2013 10:52 AM marita proper rantee 7."- ErtiETbne or more),the following described real EXEMPT#: N/A estate in ST CROIX County,State of Wisconsin: REC FEE: 30.00 Lot 5,Plat of Hayden's Rolling Acres in the Town of Richmond,St.Croix TRANS FEE: 44.70 County,Wisconsin. PAGES: 1 RETURN TO St.Croix County Abstract&Title Co.Inc. 219 S.Knowles Avenue New Richmond,WI 54017 Tax Parcel No: 026-1304-05-000 This is not homestead property Exception to warranties: Municipal and zoning ordinances and agreements entered under them,recorded easements for the distribution of utility and municipal services,recorded building and use restrictions and covenants,and further except 2013 real estate taxes. Dated this 28th day of August,2013. i David Kiec 'efer a/k/a David J.Kieckhoefer Pam Kieckhoefer a/k/a Pamela A.Ki/khoefer AUTHENTICATION ACKNOWLEDGMENT Signatures authenticated this day of , STATE OF WISCONSIN 20_ ss. COUNTY OF ST CROIX * TITLE:MEMBER STATE BAR OF WISCONSIN Personally came before me this 28th day of August,2013,the above (If not, named David Kieckhoefer a/k/a David J.Kieckhoefer and Pam authorized by§706.06,Wis.Stats.) Kieckhoefer a/k/a Pamela A.Kieckhoefer,husband and wife to me known to be the person(s)who executed the foregoing ins t and acknowledge the same. V THIS INSTRUMENT WAS DRAFTED BY /� � �� • Robert L.Loberg/Loberg Law Office * t iL'b . " �'�� • Notary Public 4111 . ;A County Wit 14 1315646/alm = • .. My Commission is permanent. (If not,'state ex15iiatttLda&' (Signatures may be authenticated or acknowledged. Both are ) '` Q 3 - t ,, T� >. not necessary.) 1 "',,. OF`41 WARRANTY DEED Form No.1-2003 1 of 1 i8 'F)" 0 '11 231.23' �► a ,a, 138.76 616.24 0 -. s� . S x`677`16" -.... PAW' s`' eV fa?2' r�919} e I co 0 a) , . x <I e e a z F _ x < • Y C.117 a s id ' sr� DR A/NAQE + " rA EN q 44� bd � '11-1 X4.3.�` :kl -ic, . ,. ft. • , 67 acres . . ' . . . 72, 920 sq. ft. iNa letI\ ' ,�° �, 952 9 949° �°� h/ ���yy7 �pp��} $ ://' (/ I s&i21 O.O� '• W 630.12' S85°07103"E °52"E 6J0. /2 s.13:39`091 t' . 1361 R PORT Wisconsin Department of Commerce ,,# ,�. 0 Page 1 of 4 Division of Safety and Buildings r 19 Tom Schmitt in accords witti is Adm.Cod Attach complete site plan ' 8'/=x 11 inches in s¢ PI rr�uusst 1;';include,but not limited to:cli;)t?Ancbess\tiian nd horizontal referen -point(�nianc y percent slope,scale or dimemsions,north arrow,and le ion and distance to nearest road, fl Parcel I.D. �i,2` 1.30v- (7" Please print all infonnati• c- ,...Rr i c )UN (, � �NINGOFFICE Reviewed By Date Personal information you provide may be used for secondary pu,.�,:. 7,"- _. , . .1` m cG''1'Lti_ " 5/0�-' Property Owner Property Location Grand Properties, LP Govt.Lot SW 1/4 SW 1/4 S 7 T 30 N R 18 W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 712 Rivard Streeet,Suite 300 5f Hayden's Rolling Acres City State Zip Code Phone Number J C' Village Town Nearest Road Somerset I WI 54025 I 715-247-5900 Y`-/ I 160Th Ave. jd New Construction Use: .#1 Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD ;_,f Replacement I Public or commercial-Describe: Parent material Outwash Flood plain elevation,if applicable na General comments and recommendations: Area is suitable for a conventional system with a 0.7 gpd/sqft rating. Possible system elevation for Area 1 is- 92.70'._She is 1%. JAJ D j 3/) 2 Gy 8 3 I Boring# J Boring • iej Pit Ground Surface elev. 88.79 ft. Depth to limiting factor 46 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-11 10yr3/3 none sl 2fsbk mvfr as 2vf .6 1.0 2 11-17 10yr4/4 none sl 2fsbk mfr gw 1vf .6 1.0 3 17-25 7.5yr4/4 none s Osg ml gw -- .7 1.6 4 25-46 10yr5/6 none cos Osg ml cw - .7 1.6 m2d 7.5r6/8 5 46-82 10yr4/6 7 5yr6/1 Ivfs lcsbk mvfr cw - .4 .6 6 82-98 10yr5/4 none cos Osg ml cs -- .7 1.6 7 98-118 10yr6/4 none s Osg ml - - .7 1.6 2 Boring# J Boring i'J Pit Ground Surface elev. 91.20 ft. Depth to limiting factor 21 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPM? *Eff#1 *Eff#2 1 0-9 10yr3/3 none sl 2fsbk mfr as 2vf .6 1.0 2 9-21 10yr4/6 none Is lcsbk mvfr gw 1vf .7 1.6 3 21-33 10yr4/6 o2d5'S /2/6 sl 2fsbk mfr gw - .6 1.0 m2d 7.5 /8 4 33-58 10yr5/3 7.5 /2, sO 2msbk mfr cw -- .6 .8 5 58-86 10yr5/4 i none�`vti r os!P Osg ml cs - .7 1.6 6 86-110 1Oyr6/4 v none s Osg ml - - .7 1.6 *Effluent#1 =BOD?30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<.30 rng/L CST Name(Please Print) Signature: f/ /� CST Number Thomas J. Schmitt -��1``O'"`�� ,�f/�-�'� 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St.,New Richmond,WI 54017 625/05 715-247-2941 Property Owner Grand Properties, LP Parcel ID# Page 2 of 4 3 Boring# :J Boring el Pit Ground Surface elev. 94 ft. Depth to limiting factor 38 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-17 10yr3/3 none sl 2fsbk mfr gw 2vf .6 1.0 2 17-38 10yr4/6 none sl 2fsbk mfr gw 1vf .6 1.0 c2d 7.5yr6/6 3 38-48 10yr4/4 7.5y76/3 sl 1 msbk mvfr cw - .6 1.0 4 48-56 10yr5/3 m2d 7.5)76/8 10yr6/2 sil 3msbk mfr cw - .6 .8 5 56-84 7.5yr4/6 c2d 5yr6/1/6 Is 1 csbk mvfr - - .7 1.6 7.Syr6/1 Ir� !. 4 ''Boring# Boring e Pit Ground Surface elev. 99.15 ft. Depth to limiting factor 120+ in. Soil Application Rate +lafzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-13 10yr3/3 none I 2csbk mfr as 2vf .6 .8 2 13-21 10yr5/3 none I 2msbk mfr gw 1v1 .6 .8 3 21-33 10yr4/4 none sl 2msbk mfr gw 1vf .6 1.0 4 33-42 10yr5/6 none scl 2msbk mfr gw - .4 .6 1 5 42-65 7.5yr4/4 none I sl 2csbk mfr gd - .6 1.0 6 65-120 10yr6/4 none ( s Osg ml - - .7 1.6 -1 d 9 ‘'.. it 6\I) 5 Boring# J Boring lel Pit Ground Surface elev. 98.50 ft. Depth to limiting factor 125+ in. Soil Application Rate orizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlft2 *Eff#1 *Eff#2 1 0-12 10yr3/4 none I 2csbk mfr as 2vf .6 .8 2 12-26 10yr4/4 none scl 2msbk mfr gw 1vf .4 .6 3 26-54 10yr5/6 none fs 2msbk ml cw - .5 1.0 4 54-74 10yr4/4 none Ivfs 2msbk mfr cw - .4 .6 5 74-125 10yr6/4 none s 2csbk ml - - .7 1.6 54-74 has iron accumulations and streaks of 7.5yr6/6 sand.Doesn't appear to be redox features. *Effluent#1=BOO?30<220 mg/L and TSS>30<150 mg/L *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. Pr Owner Grand Properties, LP Parcel ID# Page 3 of 4 6 B Boring# Boring Pit Ground Surface elev. 98.90 ft. Depth to limiting factor 120+ in. Soil Application Rate on Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-10 10yr3/3 none sl 2csbk mfr as 2vf .6 1.0 2 10-18 10yr4/4 none sl 2msbk mfr gw 1vf .6 1.0 3 18-60 10yr4/6 none sl 2msbk mfr cw — .6 1.0 4 60-120 10yr6/4 none s Osg ml — — .7 1.6 7` Boring# I Boring LPit Ground Surface elev. 98.70 ft. Depth to limiting factor 118+ in. Soil Application Rate zon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-9 10yr3/3 none I 2msbk mfr as 2vf .6 .8 2 9-17 10yr4/3 none I 2msbk mfr gw 1vf .6 .8 3 17-28 10yr4/4 none sl 2csbk mvfr gw — .6 1.0 4 28-59 10yr4/6 none Is 1 csbk mvfr gw — .7 1.6 5 59-81 10yr5/4 none cos Osg ml cs — .7 1.6 6 81-118 10yr6/4 none i s Osg ml — — .7 1.6 it \ �D Boring# J Boring v _J Pit Ground Surface elev. r ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 *Effluent#1=BOO?30<220 mg/L and TSS>30<150 mg/L *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. • Page yof V , Conducted by: Conducted For: Ref No./36 Schmitt Soil Testing Inc. Name: Grand Properties, LP. Thomas J. Schmitt, CST 227429 Address: 712 Rivard St. Suitel00 1595 72nd St. City, State,Zip: Somerset, WI. 54025 New Richmond, WI. 54017 Phone: 715-2 7-2941 Subd.Name: Hayden's Rolling Acres 4i ..4 ; jel"`:.> Lot No.: S- r'vz 01" Legal Description: S&)1/4 SiA)1/4 S7 T3ON R1 SW ® Backhoe Pit Township of: Richmond, St. Croix County A Bench Mark El. 100.00'Top of /'' S/ee/ Cc.dt,* Q Alternate Bench Mark El. 5' 'S",Top of 07 " At P 1,6 I,I Slope= 19. Contour Line EL__ i e� Contour Line Length 'i Nal9' a , Scale 1"=40' ( . to7 i ' \n. 1)/ \ .X, \ \ qiriA \ / N Lig-\_________4 \ ---________________ _\_iimi l z ;c../ S 6'R) \ Std \ \ N W 1 1 ' s1 4 "' /9.9„'VA 5 & LI- Lii This soil report was done to fulfill a zoning requirement. The road and permanent lot markers were not in at the time the test was conducted. The area in which the test was done may or may not be suitable for your use.