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008-1061-10-000
,partmentofCAmmerce PRIVATE SEWAGE SYSTEM County: St. Croix duilding Division Sanitary Permit No: INSPECTION REPORT 574372 0 _NERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: ersonal information you provide may be used for secondary purposes[Privacy Law,s.15.04(1)(m)]. �PermitHolder`s Name: City Village X Township Parcel Tax No:arms, Inc., c/o Todd & Dean Doornin Eau Galle, Town of 008-1061-10-000 CST BM Elev: Insp.BM Elev: BM Description: ` Section/Town/Range/Map No: 21.28.16.313A TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER r 5 CAPACITY STATION BS HI FS ELEV. .N Septic T^ Z Benchmark xz Dosing of g Alt.BM 1/,11"._ GO Z •5 �� b Bldg.Sewer �. ,Z 9S• Holding St/Ht Inlet Q b C c TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. entt Air Intake ROAD Dt Inlet crop u... a Septic 72 / �� Dt Bottom Dosing � Header/Man. �. S �d e //4{� 7Z 4. it Aeration Dist.Pipe /` � �� ' Holding Bot.System Z •3 Z . /?SO. 3 PUMP/SIPHON INFORMATION Xv Final Grade Q - S" /a Manufacturer Demand St Cover Z _G c ei�� GPM J Model Number �z 2 I o � �. 3 TDH Lift/ 3 Frictio�, g, System Hea • �L.� TDH/S Ft Forcemain Length Dia, Zh Dist.to Well SOIL ABSORPTION SYSTEM 3• 3• BEDITRENCH Width / Length No.g;;p PIT DIMENSIONS No.Of Pits Inside Di=` Liquid Depth DIMENSIONS b '�7/' SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type tem: '� /l� UNIT Model Number: DISTRIBUTION SYSTEM Header/Manifold . Distribution ?? `/ / Ix Hole Size / x Hole Spacing Vent it Inta Pipe(s) -4J' Jt0 /rZS 33 3'�3 u 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 1xx Mulched Bed/Trench Center Bedrrrench Edges Topsoil ' . es `,i No �. Yes No COMMENTS: (Include code discrepencies,persons present,etc.) Inspection#1: / /-3/ Inspection#2: Location: 227 230th Street B Idwin,WI 54002(NE 1/4 SW 1/4 21 T28N R16W) NA Lot �•Q Parcel No: 21.28.16.313A 1. Alt BM Description 2.)Bldg sewer length= S� -amount of cover 142, 6 w Plan revision Required? Yes �No Use other side for additional information. SBD-6710(R.3/97) Date Insep is Sig Cert..No. Pilot Am _F page Of a, Property mod '` 1"_Oft Le (ewept ere ���.€� S?: Car�tX cocw�. w �-�rtt�1 s�1 • � 1`�.OTS` � � Nook a s PP 1fXw TO Sr- cap 7D AM PER'.m LIme- slo ucitt pig ? Site Locadow -WOK Ale- �, Z PUMP PERFORMANCE •- M224 •� PUMP PERFORMANCE CURVE awl SOLID PASSING CAPACITY No MIN M= Ems Eas MEMO SOME klummm "OUR MEN"" • ■■■■■■■' °assess°v©momoovmv°©° o°sssseee�■iseomo■o0mo�°mi ■■■■■■o°es�sseese°else°mesa°v0 aa,®as000°e■e°e°ei°omev°°mo ■\■■■■o®esoss°ens°°�■°°°ves°°° ■■\■■■;� 'mo°s°e°ees°o°s°°°°°s■°s°s°s°s°e°s°s°so°e o °oevaiovoe000eoeooi0000 ■■■■■■■'ML'Mn" W\■\I\\■■■■■■■■■ mom DUE - ■\■111 ■\■■■■■■■ oo�.a.�. °amMm 0omm0mseom0m0mom ■�►X11\1\n■■■NONE o©0mmmeamm0omoo0 � \ � MEN oovovosaov0v®0om oo©movaamo0o00©m �'+\\\12■I■■■ ■■■■■ o�0®®®0000wn - OEM n\�\1111►\■■■��■■■■ sse�■v0aatoom®0omom ����■I►11■■■■■■■■■ avee0vaaomoim■®mom asesassa®®©oo00m ®\\III\�I■■■■■■■■■ \��I►1�\■ ■■■■■■ �ON\0iiWE'!\■INN■■NONE ■►910106■\\■■■\■ M\\11A 01►1\►\\■■■■■ ■■'�iCi ■�■■�■■■■■ oo©©oo©©©000©000©©o©©o©000 ©0omo®0000°vvv0mvv0oss°v©o oovvovovov000vov®oovss©vvv ©mv®©0000°v°©vv©vv°v®v°v0o :, �■■■omssosovm0000®©°°ov©o°°v°o omsssassesssv0oo©o©v©v©®®° omssssasasasssssv°0000®��° explosion proof pump,see FM0219. SEWAGE AND DEWATFRING ,OWN■■■■oossssossasasssas o©o°°oo° � v®sssassssassssas vosasossssasssasssoovv©v®v v©sssossasssassassssss000v asses©o�ov ■■',■■■Eomasssssasssas®®ssasssoo� 60�ii ''■,�■■ ■'-�V■►■■■■■■■■■■■■■■■■ v■n\\�\n■■■■■■■■■■■■■ ��\■■n\■►■■■■■■■■■■■■■ \�\\■\�■\O�'1■■MEMO■■■■ • ���\no\■non■■■■■■■ . . ' ■��%►�■■►\V■■■■mom - ��\�■■V�7■■\■O.\■■■■■■ ■■■m subje • . h County // C Safety and Buildings Division ���( J�}l X ,a 201 W.Washington Ave.,P.O.Box 7162 Sanitary Permit Number(m be filled in by Co.) Madison,Wl 53707-7162 /7�' Stme Trans Lon Number ariitaiy Permit Applicati a 4� 5 `��� Ta accordance wits►SPS 38321(2),Wis.Adm.Cod,submission of this form to the appropriate govemmeatal unit is required prior to obtaining a sanitary permit Note:Application farms for state-owscd POWTS are submitted to Project Address Cif differem than mailing address) the Dap r meat of Safety and Professional Servies. Personal information you provide may be used for secondary Z7—7 �6 o ses in> cc with the Law,s.15. 1 m Stats. l L A cation Information-Please Print All Information Pam# / yy/��D Property Owner's Name -- / p/ �lJ`- To N �✓ Property Owner's Mailing Address �D ftOy Location t�t--) d 3 o� S ct�G CCC � City,state Zip Code Phone Number -7 �d/�+p1�+ '�` Section G- 71 , ���' 6�`7 ! T O N; R IL Type of Building(check all that apply Lot# Subdivision Name 2 Famu7y Dwelling-Number of Dedro O)( tom - Block# ❑PabliotCommereial-Desc'ribe Use ❑City of ❑State Owned-Describe Use_ 1 A CSM Number ❑village of 174 — � Towv of�F x 50� III.Type of Permit: (Check only one box on line A. Complete line B if applicable) Z o ?� A. New System ❑Replacement System ❑Treatment/Holdmg Tank Replacement Only ❑Other Modification to Existing System(explain) B. ❑Permit Renewal ❑Permit Revision ❑Change of Plumber�ftwn=��- - List Previous Permit N»mbe and Date Issued Before Expiration I 'ype of POW t S S SteWCom nentTWice Check all that apply) +� ❑Non-Pressurized ln-Ground ❑Pressurized In-Ground ❑At-Grade Mound>24 in.of suitable soil ❑Mound<24 im of suitable soil /I ❑Holding Tank ❑Other Dispersal Component(explain) ❑Pretreatment Device(explain) Z V.Dispersanre a 590re Information: Elevation Design Flow(gpd) Desig.Soil Application dsf) Dispersal Area Required Dispersal Aron Pr (,c� System VL Tank Info Capacity in Total #of Manufacturer Gallons Gallons Units Pd _ NeaTaoks HxisdngTanks a Septic a Holding Tack �( � •� Dosing ) x VII.Responsibility Statement—I,the undersigned, possibility for installation of the POWTS Shown OR the attached plans. Plumber's Name(Print) P1 gnature MP/IvIPRS Number Business Phone Num Plumber's Address(Street Cry,State,Zip '+ y ;-;-7 5 = tie u J Zap ) S Cosa /De artment Use Only Appro�,ed roved Per mit Fee Diu sued /� Insult Si ❑ Denial 6025 CO i D 1 t' DL Condit jfiW"i k@mns for Disapproval 3) LO o-n� I.- Septic tank,efflont Star 46d j S +-,� dispersal cell.must all be aarvwn 1 ntai t c. •+� 1 as per management plan provided by ply i, 2. All setbsok ft"i► "rAf. as a wdr7 t�rinoa. Attach to eampkfe phas for flue system and sabmk to the Comty only OR paper not less than 8 ma x II inch"in sae SBD-6398(R.11/11) MARY JO HUPPERT Page 2 8/21/2014 Owner Responsibilities: • The current owner,and each subsequent owner,shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s.SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard,the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance.As per state stats 101.12(2),nothing in this review shall relieve the designer of the responsibility for designing a safe building,structure,or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below,or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation,operation or maintenance of the POWTS. Sincerely, Fee Required$ 250.00 This Amount Will Be Invoiced. Ord M wim When You Receive That Invoice, POWTS Plan Reviewer,Integrated Services Please Include a Copy With Your (608)789-7892,Mon-Fri, 7:15 am-4:00 pm Payment Submittal. jerry.swim @wisconsin.gov WSMART code:7633 cc: Edwin A Taylor,Wastewater Specialist,(715)634-3484,Monday-Friday 8:00 am To 4:30 pm Y I 9$VA.R j DIVISION OF INDUSTRY SERVICES g °N 3824 N CREEKSIDE LA ° �� t A[ HOLMEN WI 54636 g + '£e K �(,(,� 1 I Contact Through Relay www.dsps.wi.gov/sb/ www.wisconsin.gov ION��5� Scott Walker,Governor Dave Ross,Secretary August 21,2014 CUST ID No. 224832 ATTN.•POWTS Inspector MARY JO HUPPERT ZONING OFFICE HOLLISTERS SOIL TESTING&DESIGN ST CROIX COUNTY SPIA W9875 690TH AVE 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/21/2016 SITE: r Identification Numbers Todd Doornick Transaction ID No.2445442 27,7 -474-230TH St Site ID No. 805065 Town of Eau Galle Please refer to both identification numbers, St C ix County above,in all correspondence with the agency. N 1/4, SW1/4, S21,T28N,R16W FOR: Description: Three Bedroom Mound System/ 1%slope Object Type: POWTS Component Manual Regulated Object ID No.: 1498187 Maintenance required; 450 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade System(s): Mound Component Manual-Ver.2.0, SBD-10691-P(N.01/01,R. 10/12),Pressure Distribution Component Manual-Ver.2.0, SBD-10706-P(N.01/01,R. 10/12); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s)referenced above. The owner,as defined in chapter 101.01(10),Wisconsin Statutes, is responsible for compliance with all code CON requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, AN DEPT OF stats. PROFESSI The following conditions shall be met during construction or installation and prior to occupancy or use: A�P ON ES IN Reminders: • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of See. 145.135 and 145.19,Wis.Stats. • Inspection of the private sewage system installation is required.Arrangements for inspection shall be made with SEE C RR the designated county official in accordance with the provisions of Sec. 145.20(2)(d),Wis.Stats. • A state approved effluent filter is required.Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required.Access to the filter for cleaning must be provided per SPS 384 product approval conditions. • All POWTS component piping material shall be SPS 384,Wis.Adm.Code compliant. • The area within 15' downslope of the dispersal component shall remain undisturbed.Vehicular traffic, excavation or soil compaction is prohibited in this area. • A copy of the approved plans. specifications and this letter shall be on-site during;construction and o en n to inspection by authorized representatives of the Department which may include local inspectors MARY JO HUPPERT Page 2 8/21/2014 Owner Responsibilities: , • The current owner,and each subsequent owner,shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s.SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard,the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance.As per state stats 101.12(2),nothing in this review shall relieve the designer of the responsibility for designing a safe building,structure,or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below,or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation,operation or maintenance of the POWTS. Sincerely, Fee Required$ 250.00 This Amount Will Be Invoiced. erard M wim When You Receive That Invoice, POWTS Plan Reviewer,Integrated Services Please Include a Copy With Your (608)789-7892,Mon-Fri, 7:15 am-4:00 pm Payment Submittal. jeny.swim @wisconsin.gov WiSMART code:7633 cc: Edwin A Taylor,Wastewater Specialist,(715)634-3484,Monday-Friday 8:00 am To 4:30 pm ., z�; MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE G 2-1�, Project Name: TODD DOORNICK Owner's Name: (same) Owner's Address: P.O. Box 423 Baldwin,WI 54002 Legal Description: N 1/4 of the SW 1/4, Sec. 21, T28N, R16W Township: Eau Galle County: St. Croix ITIONALLY Subdivision Name: NA 'ROVED SAFETY AND Lot Number: NA Block Number: NANAL SERVICES Parcel I.D. Number: 008-1061-20-075 )USTRY SERVICES Plan Transaction No.: %4g:: {H11tY!llllfl///�j C�NS+'�f Page 1 Index and title DENC' E q ��......••• /�/ y Page 2 Data entry eo Page 3 Mound drawings * MARYJO Page 4 Lateral and dose tank ; NUPPERT = Page 5 System maintenance specifications D 159 ? � Page 6 Management and contingency plan .RIVER FALLS,, Page 7 Pump curve and specifications •�' WI '• Page 8 Plot plan 11111111111111 tlN1t\\\\ Designer: Mary Jo Huppert License Number: 1859-007 Date: 08/01/14 Phone Number: 715-426- 1775 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691-P(N.01/01),and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS(01/81)and Pressure Distribution Component Manual Ver.2.0 SBD-10706-P(N.01/01) Version 7.0(R. 03/2012) Page 1 of 8 Mound and Pressure Distribution Component Design Design Worksheet Site Information (R or C) R Residential or Commercial Design Note: Sand fill(D)calculations assume a 300.00 Estimated Wastewater Flow(gpd) Table 383-44-3 in-situ soil treatment for 1.50 Peaking Factor(e.g. 1.5= 150%) fecal coliform of-36 inches. 450.00 Design Flow(gpd) 1.00 Site Slope(%) 99.32 Contour Line Elevation (ft) Depth to Limiting Factor(in) 0.40 In-situ Soil Application Rate(gpd/ftz) Distribution Cell Information 45.00 Dispersal Cell Length Along Contour(ft) = 10.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate(gpd/ft)1 Influent Wastewater Quality(1 or 2) Are the laterals the highest point in the distribution r Pressure Disribution Information network? Enter Y or N (C or E) a Center or End Manifold 3.33 Lateral Spacing (ft) If N above, enter the elevation ft 3 Number of Laterals of the highest point. 0.156 Orifice Diameter(in) 3.50 Estimated Orifice Spacing (ft)= 11,54 fe/orifice 2.00 Forcemain Diameter(in) 30.00 Forcemain Length (ft) Does the forcemain drain back? C-Y- 1 91.00 Pump Tank Elevation(ft) Enter Y or N 4.55 System Head (ft)x 1.3 4.89 Forcemain Drainback(gal) 8.91 Vertical Lift(ft) 41.63 5x Void Volume(gal) 0.30 Friction Loss(ft) 46.53 Minimum Dose Volume(gal) 0.00 In-line Filter Loss(ft) 21.00 System Demand (gpm) 13.76 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x x 1.00 x T 1.50 x 1.25 x x 2.00 1.50 x A 3.00 ' 2.00 x 3.00 x J ^� Gallons/Inch Calculator(optional) Treatment Tank Information Total Tank Capacity(gal) 1000.00 Septic Tank Capacity(gal) i Total Working Liquid Depth (in) Wieser I Manufacturer 1 gal/in(enter result in cell B49) Dose Tank Information Effluent_Filter Information 650.00 Dose Tank Capacity(gal) Pol Lok _ __ Filter Manufacturer 17.00 Dose Tank Volume(gal/in) 525 � _ __J Filter Model Number Weiser ]Manufacturer Project: TODD DOORNICK Page 2 of 8 Mound Plan and Cross Section Views . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1/10 B : : : : : :.:•:. . . . . . . . . . . . . J Observation Pipe : : ::: Kr•r•r•r+:•r•.............•r.r.r.l:r.P.r.P.r r.l•d.r.:r r: r 'P f d f l l t l+T•: •ti�4.4•L•4.4.4.5•4.4•L•4°4.4.4.4+4• 4 L 4 L.S.L.L:4.4:4.L.•..'.•L.•.•L•L•4•L�^ 4•L•L•4• . r•r.r.JJ��•••:;r•r•r•r.:.r.r.r.:.:111,+++---•�•.■l r r• r:r•••r•r•r.r.•.!•r. r.r. r.r• r.r••.J `5+4 L.V )' .L L L•L.L.L.L.L.•..]•�`L.4•L 4•'.•4%L•L•L••.•L�4•L•°�•ti•L•4°4•°•' n :P•I.1•:• •.••:•:•r••'•:•r•:•r•r•r r••••r;:•r•d•:•r•r•r•r•d+:•r•P•r+r•r+: r•r•P•r•r • 4.4 4•°.• L•L•4.4.4•L••.•4.4.4•L• 1•L•4 .4.4.4.4 Vie.•'.•1.4+4.4.4•L•4•°.•4.4• S•'.•4•L•L• "r.:.:.r.r.r.r.r.r.:.:.r.:.:.r.r.r.r.r.r.r.r r.r r.r.. r.r.:.r•r.r.:.r.r..•.r.:.t:•r•:•r•.• • • 4•L•1.4.4••••4.4.4.4•S.4•L•4•'.•L•4.4.4.4•L••.•°.•L•L•4•'•-•.•4•°.^•.•4•°.•L•4.4•L•4•L•4•L•L•'.•'.+4• B '1T . . . . _ T . .•. . . . . . . . . . . . . . . . . . • . • • . . • • . . , • • • • - • • , • . . ' • • • . • . • • • • • • • • • -. . . . . . . . . .•.•.•.' I .•. •.•.•.•. .•.•.•.•.•.•.•.•.•.•.•.•.•. .•.•.•.•.•.•.•.•.•.•.•.•.•.•.•. •.•.•.•.•.•.•. •.•.•.•. L Mound Component Dimensions Down slope toe extension made. A 10.00 ft E 13.20 in H 1.00 ft K 8.46 ft B 45.00 ft F 9.25 in z 15.00 ft L 61.93 ft D 12.00 in G 0.50 ft J 6.61 ft W 31.61 ft 450.00 (ftZ) Dispersal Cell Area 1 1125.00 (ft) Basal Area Available 10.00 (gpd/ft) Linear Loading Rate 1 4.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.09 (ft) -► ..,,.,.r,... H F Dispersal Cell I - 100.82 (ft) Lateral 100.32 (ft)-► Invert Dispersal Cell Elevation D a 4 1 99.32 (ft) Contour Elevation 1.0 % Site Slope Geotextile Fabric Cover Shading Key .0 c. Dispersal Cell See lateral details on 1 Topsoil Ca a 1.5 ft r :•:•r•:•r•r•r•:•r•r+r•r•r Page 4 for number,size, ® p p Q C 4 4:4.•••4••,.L.1.4••4.4.4.4.4• r/rrrrr N O r^r'r'r'r'j'` r'r'r•r°r-r•r'r and spacing of laterals. Q Subsoil Cap 4° ::": La'..`: 4.4 4 4. 4 4•• ti.•,• Laterals are equally ASTM C33 Sand � r•r•r.: .r. ''r+r• :•+r°:•r {0 4.4.4.4�4•i 1.L•'.•°•ti•4•"L•L• r r r• r l,d r•r_:�d;.•fir.r�r••. •4.5_•_•_• 4.4,4+ °a Z r.r• ,•r•r•r spaced from the d 0.5 ft .fir,Typical Lateralr:r r:r ® Tilled Layer = 4.4.4•`.• 4•L•L•L L' _'. distribution cell's r•r,r.r,r.r.r.r.hr-r•r•r,.•. r r•:•r•r ti•4.4.4• Aggregate a 0 4..4••.•4 4.4+4.1.4 4.4.4.1•'.•4 centerline in the A distribution cell(AxB). Project: TODD DOORNICK Page 3 of 8 End Connection Lateral Layout Diagram C~*t the 1~419 ow.eh.A loo B dim•nsion •s Tu rn-up wfba 11 salve or at eanoutplup e P -+ AN laterals m•idientical (!E-�{-.-�1 "W"dried on teas bottom oe tho lateral -roams spaaad S Loterals&farcemaln Sch 40 PVC per SP S Table 384.30 6 g Fomo main aarwection wia te•or aross to maedfold at any point. Number of Laterals 3 Orifice Diameter 0.156 in Lateral Diameter 1.25 in Orifice Spacing (X) 3.63 ft Lateral Length (P) 43.56 ft Orifices per Lateral 13 Lateral Spacing (S) 3.33 ft Orifice Density 11.54 if/orifice Lateral Flow Rate 7.00 gpm Manifold Length 6,67 ft System Flow Rate 21.00 gpm Manifold Diameter 1.25 in Total Dynamic Head 13.76 ft Forcemain Velocity 2.14 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 anA--p SPS 316.300 WAC 4 in.min. Disconnect 1_ Tank component is properly vented F- Alternate outlet location Forcemain diameter Weiser Manufacturer _r 2 in. Ca aci 650.00 Gallons Volume 17.00 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 22.60 384.17 B 2.00 34.00 C P , ump off elevation(ft)_t I F�C 2.74 46.53 91.91 D 10-901 185.30 D Total 38.24 650.00 Dom se tank elevation(ft) 3" Bedding uncl er tank. 91.00 Alarm Manuafacturer SJE Rhombus Note: Switches Alarm Model Number ITank Alert AB I containing mercury may not be used in Pump Manufacturer JGould this system. Pump Model Number I PE31 Pump Must Deliver 21.00 gpm at 13.76 ft TDH Project: TODD DOORNICK Page 4 of 8 Mound System Maintenance and Operation Specifications Service Provider's Name Ron I s Septic Service Phone' 715-749-0 1 5 3 POWTS Regulator's Name St Croix County Zoning Phone L-715-386-4680 System Flow and Load Parameters Design Flow-Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow-Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 If Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound _ Inspect for pondi�nc and seepage once every 3 years other b Miscellaneous Construction and Materials Standards I. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis.Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis.Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished •..•••........ eeeeeeeeeeeeeee Grade 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: TODD DOORNICK Page 5 of 8 G'OIJI.DS PUMPS Submersible ram uenrt Pump PE 11 mom "ARM • Paalp-Ceneiad: r • • _&n^O> n uous when • 115 Rand 2A MODS a 1011bsti!C impels and • BuiE+n t w"al"load pa- toyer. • Solids londbW Ih• WJon with a wmadc milt ■upper sleeve and lower • Class B izubtion. heavy duty hall bew4 • Automatic models WIlude a •OlMed lion. APPUC UM float switch. • NO awm steel ■maw is ple m w* Speda�y designed for the • Manta models avw7able. shah. Ntbric"tar aftnded 9�; • �Plo9 see Psi motor. Powele dfe. • Mound Spam pat moKe dean orcw%le. • 33 NP,3x00 RPM ■PblrYrrried for aorutirarous • EfNuentlDo*Systems PE31 Purw, 11115valls • Within the • Low Preswe Pipe • fiAaxbrom capadity:53 GPM Shaded pole dedp • Ma durum head:25'TDH PE41 Molar. m • Hea ry Duty Sumps► PE41 Pout. a •40 HP.3400 RPM cord,AT standard length, Dewaterutg � M&,4rtlpti capadgl:61 GPM � 1� volts 115 or�von R�mum head:29'TDH Wwoft PE51 Puayx 111,1311 .50 HP,3400� /Cot+i**unit is W"duty. N�n+urn capacity:70 GPM 15 and 230 and • Maatkratm head:37'Teti . PSC design ■Medtla*W se and stainless WERS FW GerdlrK DUNA 40 4 AA00lLir PB1.Poll RM steel. -, -'-r- irP 73r+14 (( ■ Stec!fa5�rle15. 35 ' 10 Z GFM .•' AGENLT LismsS a ; 30 1 FT _ 25 CP us I -t Tesul3o+xlr7aat+d a 20 4 -• --3ir tiex�Ik I�ripb is IS090b1 11e1hud. .0 10 � 30 C'M 5 10 t5 /l+ Pursuant to SPS 383.54,Wis.Adm.Code Gerwral This system shall be operated in accordance with SIPS 382-84 Wis.Adm.Code,and shall maintained in accordance with its'oomponent manuals[SBD-10691-P(N.01/01),SSWMP Publication 9.6(01/81),and Pressure Distribution Component Manual Ver.2.0 SM10706-P(N. 01/01)]and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with SPS 383.33,Wis.Adm.Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers,access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound,defective,or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. optic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s.281.48,Stats. The contents of the septic tank shall be disposed of in accordance with NR 113,Wis.Adm.Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet fitter shall be cleaned as necessary to ensure proper operation. The fitter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm,the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment,maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However,if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump(dosing)tank shall be inspected at least once every 3 years. All switches,alarms,and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter,and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic(other than for vegetative maintenance)on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations(October-February)dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD5,150 mg/L TSS,and 30 mg/L FOG for septic tank effluent or 30 mg/L BODS,30 mg/L TSS,10 mg/L FOG,and 104 dull 00 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral,and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner,and any levels above 6 inches considered as an impending hydraulic failure requiring additional,more frequent monitoring. Contingency Plan if the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank,pump,pump controls,alarm or related wiring becomes defective the defective component(s)shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface,it will be repaired or replaced in its'present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media,and related piping,and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. eratre WMnt units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. Project ibDp co Page Page 6 of 8 P101phIn - " of Property Owner :jem -Q2RMig( 1 = ,i sir' , .74 -�• ,J KW AF N �-- '`per• i TO ISPIS AVW } 7� d o St' Ott q FOXE sties e Locefim. �.Z AND OWNERSHIP CERTIFICATION FORM lb Owner/Buyer _D, /�✓ � - Maib,ug Address_ : 2 5'/00 Property Address -L � —• — (Verification required from Planning&Zoning Department for new construction.) City/State __ Parcel Identification Number 00,K– 16(0 a7� LEGAL DESCRIPTION (1 -314 Property Location/Vc.c 1/4 '/4 , Sec,. , T Z 7 N R b W, Town of Subdivision ._ , Lot# ._-- Certified Survey Map #_ ,Vc,lume �_ , Page# Warranty Deed# !29 1 7r _ _, V()[tune , Page# Spec house yes no lot liner; identifiably y2 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 was it 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 Departrr.ent 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. 1/we certify that all statements on this fo,/m are true to the best of my/our knowledge. I/we andare the owner(s)of the property described above,by virtue of a 7 deed recorded in Register of Deei.ls Office. Number of be rooms �i3 v SIGNATURE OF APPLICANT(S) DATE ***Any information that is misrepresented may result in the sanitary permit being royoked 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) J� lolllllllll II IIII�II I IIIIIIIIII 820924' 9 Tx:4172557 992112 QUIT CLAIM DEED BETH PABST Document Number REGISTER OF DEEDS ST. CROIX CO., WI D&S Dairy Facility,LLC, a Wisconsin limited liability 01/31/2014 12:41 PM company,("Grantor"),quit-claims to Jon-De Real Estate,LLC,a EXEMPT#: 3 Wisconsin limited liability company,("Grantee"),the real estate REC FEE: 30.00 described on the attached Exhibit A and located in St. Croix PAGES: 2 County, Wisconsin. This is not homestead property. Purpose: D&S Dairy Facility,LLC amended its name to Jon-De Return to: Real Estate,LLC. The purpose of this document is to amend the Twohig Rietbrock Schneider&Halbach S.C. deeds previously recorded to reflect the name change. 102 N.Madison Street jp�j Chilton,WI 53014 Dated this Vii.day of December, 2013. D& S Dairy Facility, LLC Dean G.Doornink,Member Todd A. Doornink,Member STATE OF WISCONSIN ) )SS COUNTY OF ��� ) SO-1-4 Personally came before me this 29A day of December,2013,the above named Dean G. Doornink and Todd A.Doornink,known to me to be the persons who executed the foregoing instrument and who acknowledged to me that they are the members of D & S Dairy Facility, LLC, a Wisconsin limited liability company,(the"Company"),that they executed the above instrument on behalf of the Company pursuant to the authority granted to them in its Operating Agreement or by duly adopted resolution of its members and that this instrument constitutes a binding contract of the Company. 6LQ_Q_Q,�Qen Billie Jo . dt Notary Public; \4County, WI My commission expires: r This instrument drafted by: Attorney Troy R. Schneider Twohig Rietbrock Schneider&Halbach S.C. ""'E J0•a•,,y 102 N.Madison Street 0' Chilton,WI 53014 r• tA0Tq'" ''•�o? (920) 849-4999 �,�• AGet(C 0�'••.....• 4y••W�u M SNP St. Croix County 992112 Page 1 of 2 EXHIBIT A PARCEL 1: THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER (S%2 OF NE'/4 OF NW'/4) EXCEPT beginning at the Southwest corner thereof; thence North along the West line thereof 23.33 feet; thence Southeasterly 33 feet to a point that is due East of the point of beginning and is 23.33 feet from the point of beginning; thence West to the point of beginning; AND THE SOUTH HALF OF THE NORTHWEST ,QUARTER OF THE NORTHEAST QUARTER(S'/z OF NW'/4 OF NE'/4) EXCEPT Lot 1 of Certified Survey Map in Volume 11, page 3122 as document number 546098, ALL IN SECTION TWENTY FOUR (24), TOWNSHIP TWENTY EIGHT (28) NORTH, RANGE SEVENTEEN (17) WEST, TOWN OF RUSH RIVER. Tax Parcel No.: 028-1029-50-000 PARCEL 2: THE NORTH HALF OF THE SOUTHWEST QUARTER (N% OF SW%) OF SECTION TWENTY ONE (21), TOWNSHIP TWENTY EIGHT (28) NORTH, RANGE SIXTEEN (16) WEST, TOWN OF EAU GALLE, EXCEPT LOT ONE (1) OF CERTIFIED SURVEY MAP IN VOLUME SEVEN (7) OF CERTIFIED SURVEY MAPS, PAGE 2037, AS DOCUMENT NUMBER 442400. AND EXCEPT A PARCEL OF LAND IN THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER (NW'/4 OF SW'/4) OF SECTION TWENTY ONE (21), TOWNSHIP TWENTY EIGHT (28) NORTH, RANGE SIXTEEN (16) WEST, TOWN OF EAU GALLE, MORE PARTICULARLY DESCRIBED AS FOLLOWS: Commencing at the West Quarter of said Section 21; thence S00°00'00"W, 66.09 feet, along the West line of the Southwest Quarter of said Section 21, to the Southwest corner of the roadway portion of Lot 1 of Certified Survey Map in Volume 7, page 2037, as document number 442400; thence S87°00'23"E, 660.00 feet, along the South line of said roadway, to the point of beginning; thence continuing S87°00'23"E, 554.29 feet, along said South line, to the West line of said Lot 1; thence S00°00'00"W, 416.51 feet, along said West line, to the Southwest corner of said Lot l; thence N87°00'23"W, 554.29 feet; thence N00°00'00"E, 416.51 feet, to the point of beginning. For the purpose of this description the West line of the Southwest Quarter of Section 21 is assumed to bear S00°00'00"W; AND EXCEPT A PARCEL OF LAND IN THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER (NEV, OF SW'/4) OF SECTION TWENTY ONE (21), TOWNSHIP TWENTY EIGHT (28) NORTH, RANGE SIXTEEN (16) WEST, TOWN OF EAU GALLE, MORE FULLY DESCRIBED AS FOLLOWS: Commencing at the West Quarter corner of said Section 21; thence S87°00'23"E, 1499.92 feet on the East/West Quarter line of said Section 21, to the point of beginning of the parcel to be herein described; thence S00°00'00"W 482.60 feet; thence S87°00'23"E 90.39 feet; thence N00°00'00"E 482.60 feet; thence N87°00'23"W 90.39 feet on the East/West Quarter line of said Section 21 to the point of beginning; AND EXCEPT Certified Survey Map in Volume 14,page 4020 as document number 636955. Subject to 230th Street right of way. Tax Parcel Nos.: 008-1061-10-000 and 008-1061-20-075 All in St. Croix County, Wisconsin St. Croix County 992112 Page 2 of 2 Parcel #: 008-1061-20-075 os/zs/2oP AGE E I PM P 7 OF 7 Alt. Parcel M 21.28.16.314A-15 008-TOWN OF EAU GALLE Current I—XI ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner O-JON DE REAL ESTATE LLC JON DE REAL ESTATE LLC 2021 30TH AVE BALDWIN WI 54002 Property Address(es): "=Primary Districts: SC=School SP=Special Type Dist# Description SC 0231 SCH D BALDWIN-WDVILLE SP 1700 WITC Notes: Legal Description: Acres: 17.078 SEC 21 T28N R16W PT NW SW EXC PT TO CSM 7/2037&EXC PT TO CSM 14/4020&EXC AS Parcel History: DESC IN WD 1724/122 Date Doc# Vol/Page Type 01/31/2014 992112 QC 11/07/2013 988772 EZ-U 11/04/2013 988556 WD 09/24/2001 657316 1724/122 WD more Plat: *=Primary Tract: (S-T-R 40%160%.GQ Block/Condo Bldg: *N/A-NOT AVAILABLE 21-28N-16W NE SW 2014 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/07/2008 Description Class Acres Land Improve Total State - Reason UNDEVELOPED G5 3.078 1,100 0 1,100 NO PRODUCTIVE FORST LANDS G6 14.000 42,000 0 42,000 NO Totals for 2014: General Property 17.078 43,100 0 43,100 Woodland 0.000 0 0 Totals for 2013: General Property 17.078 43,100 0 43,100 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 04/1712001 Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 LLW w LML tL omm*Mm EUHHHULIJU k , , , R¢oNT ELEVaTwN gY �z 0 0 � p LffT ELEVATION RIGHT ELEVATION A-1 .11s3 i --------------- ----- --- -- --- ----------- - ------ PACK B.EVATION LU Lu �Y a _ e-� ®® t9 IEE p4J DM b TIM A F- ,n,� A-2 .2.3 ~ ^ IF- cl LF MAN�MAN Face main tc a pion via eee or cross to madlolt at any paint. Laterals w idsneia al •�Turn-up idbollxslwor I+x--+I+-OZLYJ21 Lat&VAS 8.40rCdtAC Sch 40 P'V'C aleanoutpivp IT per SPS Tails 384.30.6 FIoMs dNMd on the bosom of the IaoeraL Wisconsin artment of S Oessional Services PA I D Division of Industry .. °�..�°" o 1 3 SOIL EVALUA I ION KEMRT Page f �1accordance with SPS 383,Wis. Adm. Code ti�1C) *%�'ihan County ST.CROIX Attach complete site pla 81/2 x 11 inches in size.Plan must include,but not licf horizontal reference point(BM),direction and Parcel I.D. 008-1061 -'80-9Z� percent slope,sca,$aRr i R'r sio ns,north arrow,and location and distance to nearest road. t� 4by ) '9n Please print all information. R Date Personal Infomlation you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). M 2 Property Owner �Q Property Location rl TODD DOORNICK h '�' Govt.Lot ----NW 1/4 SW 1/4 S 21 T 28 N R 16 E(or)El Property Owner's Mailing Address / Lot# Block# Subd.Name or CSM# P.O.Box 423 `� -- I --ity [:]Village � City State Zip Code Phone Number [:]Village age ll ■ Town Nearest Road Baldwin, WI 1 54002 1 ( 715) 684-2461 230th Street New Construction UseE] Residential/Number of bedrooms 2 Cod derived desi flow rate 300 GPD Replacement Public or commercial-Describe: '� h Parent material sandy loam till Flood Plain elevation if applicableA fl• General comments Mound System-- 1.0 ft.sand fill --0.40c loading rate and recommendations: Plow depth minimum 12 inches. a Boring# ❑ Boring Q Pit Ground surface elev. 99.12 ft. Depth to limiting factor 26 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. i "Eff#1 *Efr#2 1 0-11 IOYR3/3 sil 2fabk mfr cs 3vf-co 0.6 0.8 2 11-17 10YR4/4 sil 2fabk mfr cs lvf-m 0.6 0.8 3 17-26 7.5YR4/6 — sl Ifabk mvfr as lvf-m 0.4 0.7 4 26-36 7.5YR3/4 c2d 7.5YR5/8 SO Om mfi -- -- 0.0 0.0 some gr/cobs 2] Boring# � Boring ng 98.62 24 ■ Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAf in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Efr#1 *Eff#2 1 0-9 10YR3/3 sil 2f-ma&sbk mfr ai 3vf-co 0.6 0.8 2 9-16 10YR4/4 - sil Ifabk mfr cs 2vf-co 0.4c 0.6 3 16-24 7.5YR4/6 sl If-mabk mvfr cw lvf-m 0.4 0.7 4 24-30 7.5YR3/4 c2d 7.5YR5/8 sci Om mfi -- -- 0.0 0.0 horizon 2 has some broken Impl. *Effluent#1=BOD >30_<220 mg/L and TSS>30:<150 mg/L 'Effluent#2=BOD 5 30 mg/L and TSS 5 30 mg/L CST Name(Please Print) Sig nat CST Number MARY JO HUPPERT/Hollister's Soil Testing&Design 224832 Adder ate Evaluation OWucted Telephone Number W9875 690th Avenue,River Falls,WI 54022 07-29- 14 715-426-1775 SBD-8330(807/13) � c s �b b. s c 3Ad 4=-- Bntd ::>Ad t- Property Owner DOORNICK,Todd parcel ID# 008- 1061 -20-075 Page 2 3 BM orin # Boring Boring Pit Ground surface elev. 99.42 ft Depth to limiting factor 24 3 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-8 10YR3/3 -- sil 2fa&sbk mfr cs 2vf-co 0.6 0.8 2 8-13 10YR4/4 -- sil 2fabk mfr as 2vf-m 0.6 0.8 3 13-24 7.5YR4/6 -- sl If--msbk mvfr cw Ivf-f 0.4 0.7 4 24-31 7.5YR3/4 c2d 7.5YR5/8 SO Om mfi -- — 0.0 0.0 Horizon 2 has broken lmpl;few cobs. F—I Boring# Bo ring Pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 ❑ Boring# Boring Pit Ground surfaceelev. 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 *Effluent#1=BOD5>30:<220 mg/L and TSS>30:<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<30 mg/L SBD-9330(807/13) Plot for Ske ad :�vwft—a a 8.5 o0 5 .1 = 40f . q- S .C. 21 T4A), �,jL J&4 JOWAI of "k GAS rg crzow cgLwn�, w isw svr . 17.0-79 Noah o= , Chi$ 411,6 ecc> I-ITJ -__ f fie Site Locadono v - \2\\< \ ;��\\ �� � . /� � . ^ � � r \< . . } � ����\ .d�� , �_ . < y> � . . ! � � � . � » �� � . : . � � . � � � � . � � .�yf : � ® . �y®.�-�� . � . yl . . �� 2 ~ / � \ / �� < < � � , \ � . � : � . � \ � . . � k . : � : � t w z �a In ZXV w (L W W N W L � W J \� U ' w W O L 1.J.. CL J ` a ° 0 @ °w mo 0 Z Z z N N p Z O F N N ° g U' v ° off. 0. 3 LL W -U L) < L � ! I � � I ZW . o � � wwZ LL Wp I W � v W U- o : / Z. f77 I III 2 , i r A. .11222 I I mac'[ � �♦ ,♦f ! Q � { j � I 1224 �. 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