Loading...
HomeMy WebLinkAbout040-1303-00-047 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division Sanitary Permit No: INSPECTION REPORT 569577 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: C&J Builders Inc., c/o Jeff J. Husby Troy, Town of 040-1303-00-047 CST BM Elev: Insp.BM Elev: BM Description: Section/Town/Range/Map No: 160 GST 22.28.19.1782 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER ���f CAPACITY STATION BS /a I FS EL Vim. Septic Z',.. Z Benchmark zAnn Dosing �drM�10 1 �, Alt. BM u �a to /6YI a$ ( (f 4•�9 �d�• 5� A�cztle++— Bldg. ewer Holding c / St/Ht Inlet f K•t~ � T' TANK SETBACK INFORMATION St/Ht Outlet TANK TO PP/L WELL BLDG. Vent Air Intake ROAD Dt Inlet Septic -�'— Dt Bottom /��q gs 7 Dosing Al 5 Z / �� Header/ an. I / 9 45 !L.s - 3. a f., 6�() Aeration Dist.Pipe 3 , 1&q.ay Holding Bot.System ,rz /a3 PUMP/SIPHON INFORMATION Final Grade Q •�o�o �� Manufacturer GPM Model Demand St Cover / /dt! zo 7 Model Number —_ Z9•Q� / ( Z /�Z TDH Lift Friction Loss ISystem Head TDH IF Z9 z Forcemain Len th ( Dia.Z,! Dist.to Well SOIL ABSORPTION SYSTEM DIMENSIONS Width o Length No.Of Trench s PIT DIMENSIONS No.Of Pits Inside Dia. Liquid Depth DIMENSIONS /� (/prj �[,ZJ 1s SETBACK SYSTEM TO P/L JBLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR ` Type ystem: 13Z 1-76 UNIT Model Number: DISTRIBUTION SYSTEM a( Header/Manifold y Distribution j((0) ! x Hole Size / Ix Hole Spacing Ve it Inta Length 6,` 7 Dia �'� Length Z9 Z� Dia /.Z6 Spacing 3.33 Z 344 SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sod xx Mulc$�,/Yes Bed/Trench Center ' r�/_ Bed/Trench Edges Topsoil ' q—` Yes E] No [] No COMMENTS: (Include code discrepencies,persons present,etc.) Inspection#1: '1 17-31 / Inspectio #2: / / Gk use , /c Location: 212 Walnut HiltyVay River Falls,WI 54022(NE 1/4 NE 1/4 22 T28N R1 9W) Walnut Hi I/Farm aka a Tribute Parce o: 22.28.19.1782 1.)Alt BM Description= u 2.)Bldg sewer length= a:w3 a r 136 - -amount of cover= � Plan revision Required? ® Yes �/Nco I"L4P �, 3r Use other side for additional information. _ __ Date Insepctor ignat Cert.No. SBD-6710(R.3/97) Plot.Plan Page S of S Property Owner Coff !ors IivG- I" = 40ft. - Legal Description Ih-r IY� rte--. N is 1/4 V r (except where noted)- Y , iTz9N? g let vi 7ovJA) OF 7r N , EJ =Backhoe pit ST. GRalx COLLA)-rL vwlSe-0AISI4 • 40 ACOG2. North 6 Ms t 1010 60 {f. `*�o (mob 147 s 0� 4 0 TP b_ JC�6.ots r Site Location: 2s'To .5zrl n T^NK • u acc 7��f TO i arsi�� County Safety and Buildings Division vD! X 201 W.Washington Ave., P.O. Box 7162 Sanitary Permit Number(to be filled in by Co.) Madison,WI 53707-7162 PAID 56 95 7 ,Fa9K1tit��i � ". rmit Application State Transaction Number In accordance with 1tZ Is.Adm.Code,submission of this form to the appropriate governmental unit is required prix Inlng a sanitary permit. Note:Application forms for state-owned POWTS are submitted to Project Address(if different than m ilin ad�dre ) the Department of Safety and Professional Servies. Personal information you provide may be used for secondary g ) -J ��`„ , f Z7 A, purposes in accordance with the Privacy Law,s. 15.04 1 m,Slats. I. Application Information-Please Print All Informatio Property Owner's Name Parcel# w 40 -- ) - b - 41 Proper Location Property Owner's Mailing Address l '-7 V v R 4 J sTe h G r. Govt.Lot '4 rl City,State Zip Code Phone Number ry r-y, E a/,, Section 2 0 �/� �� (�731 -(circle one T�$N; R�Eor� II.Type of Building(check all that apply) Lot 1 or 2 Family Dwelling-Number of Bedrooms r,4 Subdivision Name 6 k cs6 I�..o�Se B �1 �'� � I e ❑Public/Commercial-Describe Use p `�'''� ❑City of CSM Number ❑Village of y-, El State Owned-Describe Use Town of )r)-OK �l III.Type of Permit: (Check only one 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. El Permit Renewal ❑Permit Revision El Change of Plumber ❑Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner IV.Type of POWTS S stem/Corn onent/Device: Check all that appl 66f� ❑Non-Pressurized In-Ground ❑Pressurized In-Ground ❑At-Grade A Mound?24 in.of suitable soil ❑Mound<24 in.of suitable soil ❑Holding Tank ❑Other Dispersal Component(explain) ❑Pretreatment Device(explain) V.Dispersal/Treat nt Area Information: Design Flow(gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required Dispersal Area Propos (st) System Elevation �L d �bo boo VI.Tank Info Capacity in Total #of Manufacturer Gallons Gallons Units a New Tanks Existing Tanks �� F w V p t7 G✓ eL /a t U in ti r w0 w Septic or Holding Tank L7�) o f a� l I JV_ Y V ��a Dosing Chamber 0 ^ L� O a G R u VII.Responsibility Statement- I,the undersigned,assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name(Print) PI u er's Signature MP/MPRS Number Business Phone Number Ucr1 �IS� o7t� (��S A� ��9} Plumbers Address(Street,City,State,Zip Code) 46Z Z VIII.Count /De artment Use Onl Permit Fee Date ssued Issuing t Signature Approved Disap $ ven Reason Denial IX.Condi Reasons for isapproval ,/; vwe o�•��- �A`bW11�--4. 3 ar G'tartlt, tinter arid . ' -� -� dispersal cell•must all be sere !Mair{i W t i .., as per marsagement plan provided by lam • 2. )All moatC>Hr �� Ndl; o�.S {ate 64 / Ib p p��cods 1 onsifal'iois: JJ I� Attach to complete plans for the system and submit to the Co ly on paper n 1 than S 1/2 x 1 inches in size w� �,.`s �� SBD-6398(R. 11/11) MARY JO HUPPERT Page 2 5/23/2014 is of a type conforming to the standards or specifications of chs. SPS 382 and 383 and this chapter and ch. 145, Stats. • Maintain well and waterline set backs per SPS 383.43(8)(i).Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. • Insulate building sewer per SPS 382.30(11)(c). A copy of the approved plans,specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department,which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. 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. Sinc ely, Fee Required$ 250.00 This Amount Will Be Invoiced. When You Receive That Invoice, 7Patricia apdorf Please Include a Copy With Your POWTS Plan Review r,Integrated Services Payment Submittal. (715)634-781 F j. (715)634-5150,M-F 8:00 a.m.-4:45 p.m. WiSMART.code:7633 pat.shandorf@wiscinsin.gov cc:. Edwin A Taylor,Wastewater Specialist,(715)634-3484,Monday-Friday 8:00 am To 4:30 pm Note: t festive January 1, 2012, all codes under the jurisdiction of the Division of Industry Services(formerly Safety&Buildings)will be modified. Code references with prefixes starting with"Comm"have been replaced with "SPS"to recognize the relocation of the Division of Industry Services from the former Department of Commerce to the Department of Safety&Professional Services.Additionally,all IS(formerly S&B)codes have been renumbered " 'and,addressed in a"300"series. For future reference,the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. oNzrkp� DIVISION OF INDUSTRY SERVICES 10541 N RANCH ROAD y0- / HAYWARD WI 54843 Contact Through Relay 3 S -C l(fL7 www.dsps.wi.gov/sb/ 7 w _ www.wisconsin.gov ADO SIMSAtiS� Scott Walker,Governor Dave Ross,Secretary May 23,2014 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 54022-4011 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 05/23/2016 Transaction ID No.2405652 SITE: Site ID No. 802234 C&J Builders Inc Please refer to both identification numbers, 212 Walnut Hill Way L above,in all correspondence with the agency. Town of Troy St Croix County NEIA,NEIA, S22,T28N,R19W FOR: Description:Mound,4 bedroom residence Object Type:POWTS Component Manual Regulated Object ID No.: 1485343 Maintenance required; 600 GPD Flow rate; 25 in Soil minimum depth to limiting factor from original grade; Syste"NDITIO Mound Component Manual-Ver.2.0, SBD-10691-P(N.01 101,R. 10/12),Pressure Distribution Component Manual- APPRO Ver.2.0, SBD-10706-P(N.01 101,R. 10/12), SSWMP Pub.9.6; Effluent Filter DEPT OF SA The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative CodRROF NA and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be conMWION O 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 requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s CORRES stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Key Items) • 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.In addition,the owner must insure that the operation,maintenance and monitoring duties as described in section VIII of the mound component manual are complied with.A copy of this information must be given to the owner upon completion of the project. Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per SPS 383.44(6)(a)2. • Limit activities in the area 15'beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of SPS 384.10.No fixture,appliance,appurtenance,material, device or product may be sold for use in a plumbing system or may be installed in a plumbing system,unless it MARY JO HUPPERT Page 2 5/23/2014 is of a type conforming to the standards or specifications of chs. SPS 382 and 383 and this chapter and ch. 145, Stats. • Maintain well and waterline set backs per SPS 383.43(8)(i).Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. • Insulate building sewer per SPS 382.30(11)(c). A copy of the approved plans,specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department,which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. 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. Sinc ely, Fee Required$ 250.00 This Amount Will Be Invoiced. When You Receive That Invoice, Patricia andorf Please Include a Copy With Your POWTS Plan eview r,Integrated Services Payment Submittal. (715)634-781 F . (715)634-5150,M-F 8:00 a.m.-4:45 p.m. WiSMART code:7633, handorf wiscdnsin. ov pats @ g cc: Edwin A Taylor,Wastewater Specialist,(715)634-3484,Monday-Friday 8:00 am To 4:30 pm Note: Effective January 1,2012, all codes under the jurisdiction of the Division of Industry Services(formerly Safety&Buildings)will be modified. Code references with prefixes starting with"Comm"have been replaced with "SPS"to recognize the relocation of the Division of Industry Services from the former Department of Commerce to the Department of Safety&Professional Services.Additionally,all IS(formerly S&B)codes have been renumbered ",—"- ,-"°--.-=,l°a,cl&essed in a"300"series. For future reference,the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. I I I MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: C&J BUILDERS INC. Owner's Name: (same) Owner's Address: 243 Steelhead Drive River Falls, WI 54022 Legal Description: NE 1/4 of the NE 114, S 22, T28N, R1 9W Township: Troy County: St. Croix County Subdivision Name: Tribute(Walnut Hill Farm) Lot Number: 47 Block Number: NA 1ALLY Parcel I.D. Number. 040-1303-00-047 _ IED Plan Transaction No.: ETY AND _ SERVICES Page 1 Index and title ;TRY S RVICES ',OV#" Page 2 Data entry P0 N, �� Page 3 Mound drawings • . � Page 4 Lateral and dose tank 9 ' fie 5 System maintenance specifications Page 6 Management and contingency plan 'ONDE I%LPe�M t,`I' e, . • � Page 7 Pump curve and specifications • D 1 "g H Page 8 Plot plan ` rAfEp.FALLS,:` •m•q � � yid• ��w �•6Q aiM :� )y k..: S Designer: Mary Jo Huppert License Number. 1859-007 Date: 05/15/14 Phone Number. 715-426- 1775 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SOB-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 v d° fp v rrYlft'' 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 400.00 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. 600.00 Design Flow(gpd) 4.00 Site Slope(%) 102.00 Contour Line Elevation (ft) 25.00 Depth to Limiting Factor(in) 0.60 In-situ Soil Application Rate(gpd/ftz) Distribution Cell Information __ 60.001 Dispersal Cell Length Along Contour(ft) = 10.00 Cell Width (ft) Dispersal Cell Design Loading Rate(gpd/ftz) Influe nt Wastewater Quality(1 or 2) Are the laterals the highest oint in the distribution Y Pressure Disribution Information network? Enter Y or N (C or E) c Center or End Manifold 3.33 Lateral Spacing (ft) If N above, enter the elevation ft _ 6 Number of Laterals of the highest point. 0.156 Orifice Diameter(in) 3.25 Estimated Orifice Spacing(ft)= 11.11 ftz/orifice 2.00 Forcemain Diameter(in) 96.00 Forcemain Length (ft) Does the forcemain drain back? E== 94.00 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft)x 1.3 15.66 Forcemain Drainback(gal) 8.51 Vertical Lift(ft) 55.89 5x Void Volume(gal) 1.76 Friction Loss(ft) 71.55 Minimum Dose Volume(gal) 0.00 In-line Filter Loss(ft) 29.08 System Demand(gpm) 14.81 Total Dynamic Head (ft) Lateral Diameter Selection -Manifold Diameter Selection in. dia. o tions choice in. dia. -options choice 0.75 1.25 x _ x 1.00 x i 1.50 x 1.25 x 2.00 1.50 x � 3.00 2.00 x 3.00 x Gallons/inch Calculator(optional) Treatment Tank Information Total Tank Capacity(gal) 1200.001 Septic Tank Capacity(gal)tY(9 ) _ Total Working Liquid Depth (in) Wieser Manufacturer gat/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.00 Dose Tank Capacity(gal) Po�rLok T Filter Manufacturer 22.24�Dose Tank Volume(gal/in) 1 525 Filter Model Number Weiser _ __ Manufacturer Project: C&J BUILDERS INC. Page 2 of 8 Mound Plan and Cross Section Views . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1/10 B . J Observation Pipe : : : l . . . . . . . . . .... . . . . . . . . - 1 K .•.f•1'•r•r•r•1.r.r•J.r•r•r•r`r•r•f.r•1.1•r.r:1.r.r•:.f.r:l.f.r.r.1'.f..•'.J'•• 1 1 1 1 1 1 1 1 11ti•1.1.1.1.1•L•1.1.1.1.1;1.1.1.1• f•:•r.:•`.•L L L 1.1 1.1.1 1 11.1 L•.•.••.•• 'r•r'r'? ;r•:•r.f• r•.••:•:•r•.r•}.r•r•r r•r;::•:•r.:.r•r•r•r•..r•r•r•r•r• L•1 L. 1:1.1.•..••.1.1.1.•..1.1. 5 ti: r• r.d•l.r •r•f.l•r• r•:•:•r•:•r•:•f•r•r•: r~` 1.1.•..1.1.1.1.1••.•1.1.1.1.1• •1.1.1••.• • 1.1.1.1.1•i•1.1.1.1.1.1••..1.1. .� :•f`f•r•r•r.r.:.f.r.r.r.f°f.r.f.r. A r•r`r•r•r•r•r•:.l•r•f• 1.1• 1••.•1 1.1.1••.•1.1.1•L•L•1.1.1.1.1.1.1.1• 1.•..1.1•••° . r•f•f•r•r•:.r•r•:•r•r•r•r•r•r.r.:•r•r•r•r•r• W 1.1•L•1.1.1.1.1.1•L•L•L•1.1••.•1`1.1.1.1`1.1 L• r•f•f.f•r•r"f•f'r'r"1"r . 1.1.1•`.•1.1.1.1.1.1.1.1.1.1.1.1••..1.1.1.••.1. 1 . . •.• . . . . . . . . . . . . . . . . . . . . . . . I ...:.:. B •Ti L Mound Component Dimensions A 10.00 ft E 15.80 in H 1.00ft K [Aft ft B 60.00 ft F 9.25 in 1 8.82 ft L ft D 11.00 in G 0.50 ft J 5.86 ft W L A600.N(gpd/ft)(ft) Dispersal Cell Area 1129.26 (ft2) Basal Area Available Linear Loading Rate 6.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 104.69 (ft) ---► H GNff fl/If/f//f!f/�V///fflf/lflfff.. V I F ...................... 103.42 (ft) Lateral 102.92 (ft)--► Dispersal Cell Invert Dispersal Cell �3 Elevation D a 4 102.00 (ft)Contour Elevation 4.0 % Site Slope Geotextile Fabric Cover Shading Key T Dispersal Cell See lateral details on fQ- Topsoil Cap c a C 1.5 ft L .1.1.'••.. . • •.K•1•L.'1• Page 4 for number,size,:S r•r.r.r•f�.•.:.:•f.f.r°r.r r f Q Subsoil Cap �� ~�rtiF •:1 f. .�r� : and spacing of laterals. r�r1f:f1fti rti•1••• 1•L::• Laterals are equally ASTM C33 Sand � tiflftfti•1K•1• 1.1 1.1.1.1.1.1,L• i;r•r r Tilled Layer m 0.5 ft 1�r:Typical Lateral 11 F spaced from the y C (� 1.1.1.1.1j•l•:.r 1 :•r•r i3iG tirby`•:.r�r�f•r.r.r,r•r.r•f•r' r distribution cell's .1.1.1.1.1 Aggregate d c :•r•:•r•r•r•:.:•:r•r•r•r•r r 1.1.1.•1�1•L••.``.`1 1.1•'.•1.1.1 .r• r• r• •:•:•r.r.r•r•r• r.r•r Centerline In the �- A ----} distribution cell(AxB). Project: C&J BUILDERS INC. Page 3 of 8 Fora*Main ccnnWioa Wa tee*or cross to mar"d at ang Point. Laterals are odentic at S s P $ •�Tarn-upvdboUvs{veor (EX—a-JExt2 I' xt2+J LaWals a forcemain Sch 40 PVC cle nn oatptug per 5PS Table 384.30-6 Holes diihed co the b mom of d%!lateral. Number of Laterals 6 Orifice Diameter 0.156 in Lateral Diameter 1.25 in Orifice Spacing (X) 3.44 ft Lateral Length (P) 29.24 ft Orifices per Lateral 9 Lateral Spacing (S) 3.33 ft Orifice Density 11.11 fe/orifice Lateral Flow Rate 4.85 gpm Manifold Length 6.67 ft System Flow Rate 29.08 gpm Manifold Diameter 1.25 in Total Dynamic Head 14.81 ft Forcemain Velocity 2.97 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and --► _ SPS 316.300 WAC 4 in.min. Disconnect Tank component is properly vented E--- Alternate outlet location Forcemain diameter Weiser Manufacturer _t 2 in. Capacityl 800.00 Gallons Volume 22.24 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 19.85 441.55 B 2.00 44.48 C Pump off elevation(ft) C 3.22 71.55 94.91 D 10.90 242.42 D Total 35.97 800.00 11 _ Dose tank elevation(ft) 3"Bedding un er tank. 94.00 Alarm Manuafacturer SJE Rhombus Note: Switches Alarm Model Number Tank Alert AB containing mercury may not be used in Pump Manufacturer Zoeller this system. Pump Model Number 98 Pump Must Deliver I 29.08 gpm at 14.81 ft TDH Project: C&J BUILDERS INC. Page 4 of 8 Mound System Maintenance and Operation Specifications Service Provider's Name Tri-County Sanitation � Phone 715-386-2130 POWTS Regulator's Name St. Croix Coun�Zonin� � Phone 715-386-4680 System Flow and Load Parameters Design Flow-Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow-Average 400 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1200 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ft2 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 _ Infect forp_ondin and seepage once even 3 years Ctfler Miscellaneous Construction and Materials Standards 1. 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 ............... 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: C&J BUILDERS INC. Page 5 of 8 1r1UU11U 0y*LU111 $VianayculcuL r tall Pursuant to SPS 383.54,Wis.Adm.Code General This system shall be operated in accordance with SPS 382-84 Wis.Adm.Code,and shall maintained in accordance with its'component manuals(SBD-10691-P(N.01/01),SSWMP Publication 9.6(01/81),and Pressure Distribution Component Manual Ver.2.0 SBD-10706-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. Septic 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 filter shall be cleaned as necessary to ensure proper operation. The filter 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 BOD5,30 mg/L TSS,10 mg/L FOG,and 104 cfu/100 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. Pretreatment 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. Pro Page 6 of 8 1 L LDT 4J 7 HEAD CAPAWY CURVE MODEL "98" 4 5/8 30 e - zs ® - 0 3 S/8 6 20 s f ® f t 0 ! _ 4 3/16 o t0 z s 1 1/2-11 1/2 NPT 0 U.S. GALLONS i0 20 +0 50 e6 70 e0 UTMS o eo v.► 2130 tW & 98 eJ CYM Feet Canons Yetws liters 5 72 33 273 to 61 3.1 231 ,s AS 4s 170 12 xi r c+ 9s t.oea va.c 2S 0001 l 43/16 SKIM CONSULT FACTORY FOR SPECIAL APPLICATION • Electrical alternators,for duplex systemm are available and - Variable lwel float switches are available for contrd6n9 she supplied vAth an alarrm and three phase systems. • MedwakA alternators,for duplex syster+>,s,are avails • Dour piggyback variable level float swihdies are available with or wittrout alarm switches. for variable level long cyde controls. SELECTION GUIDE 1. inleWd i mil operated 2 Pole 0118clMnics1 switch,rho extend 00l*d required. Standard all models-Weight 39 lbs.-%H.P. 2 sinil(e paWbadt vary(evef ftac switch ordouble pvilybach vertable level, to series Control selection float saw Refer to FMO477. l{ladel Votts.Ph Mode Mitts S 3. t atterneW 10-0072 m 1043075. Mss 115 1 Ate 9 4 1 a 1&T -- 4. See FAWIZ.for aorlact modal of 1 Alternator. Nog 115 1 Non 9.4 or 2&T 3 4&5 S. Conkcl switch 10.0225 used as a control acfivew.specify duplex(3)or(4) 80131 system Deg 230 1 Auto 4.7 1 or 1&T — 6 Four(4)hole J DSK junction box_for watertght connection orwhed-in Egg 230 1 Non 4.7 2 or2&6 3 o'4&5 simplex or duplex opwaftL 10.0002. 7.Two(2)thole J-Pak.for watertight connection or splice. ;'AUTION orinkarnhagOnon edit of ZOderowdo isMisrInceleo9an 1"+99 V 1MM All installation of controls.protection devices and wiring should be done by a qualified T-. licensed etectrician.All electrical and safety codes should be followed including the most p recent National Electric code(NEC)and the Occupational Safety and Health Act(OSHA). RESERVE POWERED DESiG For unusual conditions a reserve safety factor is engineered into the design of every Zoeller PUMP. MAE T&P.Q BW MM 11a��:' •-mod.. .- s►pr+7tx 3ti49G�aeiRmrftoae _ L0tlisrft KY 40114961 MOO _ " FAK(5Mr74 • C-�"8ui � mac' � �= Plot Plan Page 8 of S Property Owner �s.LNG- I" = 40ft. Legal Description Zer �Z jjvpkT&—, '/4 1)f (except where noted 11M`l41 s ?-z TzeN; 919 W. T©WA? or- -Tr," , Q =Backhoe pit ST, «iX cou.A)-ry, wtsco,�sEn� j /�611 ,9 �� T North 9�• 'fir � ii as o Th z � to5:oo' Site Location: w 2s-ro T1kNK o�►t�) 'j • N Oct Ste, 7501 rO /AOuO-t' 1 n� ZZ. j�tZt4iN�t � { Z + �p ' i oT► ~ 1 �^ .� _� w243.91 r _ f eL K 067L'Ot- W 257.42 lot 'NN IN I Os.: 1 '�► r r ` � L4 / \ 1b 'R < \ t� �l .— /* 197.791' Sj �, ra�tt 3 .�y� - �' of � i _ � ,n� �' t� . : ; • •,,,<{ ', \ *02' Vi { o I St ni in 1 fir•. Rig `r+ h i i v: add .LS'Ctt 3 .62.VWO N cn r . N 00 j 40 o f. ? X c�t-19-20 0- ol 59 P,4 St 715-386-4686 S'F, CROIX COUNTY S1,11TIC'.TANK AND OWNEMSHIP CERT]FfCATIPON FORM Mailing Adclj,ess 44 3 -S-rc-r-FhtAJ bV1*— PIV---Jz i=^ice Property Ai�ldytss 0 Zoning Dtpnrwwnt o r.cw coils ljilct un.) Citylstate VT- L)tPftrt'1l "t rCW Id-11tificatioll Number LWALUEIMIET-10 N Property [,OcFition T,,?g.N R W.Town of Su divisi n Plat: Jb tc _5 -*V , Lot# Cellfl ed,Survey Map 4 Volume­—f Page Warrenty Deed # 2007'VolunIt! Spec:louse yes lab Tines idenjirable 1100 10 Improper use and mal"Itellfince of your septic System could result in its Premature failure to handle wastes, Proper "Dinte"'Wt c0usisls ofpumping out the septic tank every three years 0 � 1 900,Gr,if nas&tt by a liconsed pumper. 'what you put into the system Cori arlllcct the Ainctioll offthe Septic tank as a treatment stage in the waste disposal syst-.1n. Owner maintalance It il rcsPonslb"""es my 6P--cifJed'1 83-520)and I"Chapter 12-St,Croix Courty Sanitary Ordinance, The propoi-ty owlier qj-ees to s it billit to St Cro ix Coil n ly pla n fl ill owner and by a nuister plun�,ber�jc,,rnLytjjQjj plu 9 itibor.rewicled piullibo,,a jj(:,erscd rntrnper verirying tisat(1)isle ojj-site waveAvater disposol syltell)i,'4 in proper operolin less than A 11111 of.jh;dge, 'E";Q'IditiOn fuldlor,'2)slier inspection nne pun-pingi,irneccrs'ury), flit seliac sank i, l/wIc,the undersigned have read The above requirements epartment of Comirercc and the Deportirenj of Natural Reso standards sot forth,hereii,us set by the D' uIrem"s and agree to InAintain the Private selvage disposs. system witi-,,be u'-ce'S,State of Wisconsin, cerefication stating that your septic system lies been ma!ntaincd must be completed And raWrned to the S."Croix County Planning& Zoning Department,wjt'ln 30 days of the,(,17-e year expiration date,. 11"vc certify That all statements on This fo deed true to'IM best 04MY/0,11-knowledge, I/wegavare the owno,-(j)of�jo property dneribed above,by virtue ora wo ' deed recordtd� Nunibei-of bedt,00mi 7 In Register of Deeds office, _L-AZ 4 DATE ***Any inforrW on that Is 1,.1isrepresentad )lay result:1 .1 �� the mlitary permit being revoked by the Platltling&Zoning Department. include with this application a recorded,warranty deed froni the Register ofDoodi Office and a coo ortha certified sumaytjtispif teliere-occ is inade in tilt:�,orizi,ty decd, (REV.08ID5) 8055542 Tx:4041366 STATE BAR OF WISCONSIN FORM 3-2000 955395 QUIT CLAIM DEED BETH PABST Document Number REGISTER OF DEEDS THIS DEED, made between Citizens State Bank, Grantor, and C & J ST. CROIX CO., WI Builders,Inc,Grantee. 04/30/2012 3:52 PM EXEMPT#: NA Grantor quit claims to Grantee the following described real estate in St. REC FEE: 30.00 Croix County,State of Wisconsin(the"Property"): TRANS FEE: 105.00 PAGES: 1 Lot 47 of Walnut Hill Farm,Town of Troy,St.Croix County, Wisconsin. Lot sold as is with all faults Recording Area Name and Return Address: Title One Premier Group File#17850 Together with all appurtenant rights,title and interests. 040-1303-00-047 Parcel Identification Number(PIN) This is not homestead property. Dated this 27th day of April,2012. Citize s tate Bank Xj *G e Haberman;Vice Chairman * * AUTHENTICATION ACKNOWLEDGMENT STATE OF WISCONSIN ) Signature(s) ST.CROIX COUNTY. )ss. authenticated this 27th day of April,2012 Personally came before me this 27th day of April, 2012 the above named Citizens State Bank by Gene Haberman, its * Vice Char' an known to be the person(s)who executed TITLE:MEMBER STATE BAR OF WISCONSIN /11 a reg in instrume a ac o ledged the same. (If not, authorized by§706.06, Wis. Stats.) m left THIS INSTRUMENT WAS DRAFTED BY A4 TT "'��•,,,���� Notary Public, ate of Wisconsin %ly commission is permanent. (If not,state expiration date: 10/27/2013 ) Michael H Forecki = ''' (Signatures maybe authenticated or acknowledged. Both ale no[n ssa +cr *Names of persons signing in any capacity must be typed or printed bgiow th it i. ature.: % ,•���I,IU/1N N1tit'�, 1 of 1 QUITCLAIM DEED STATE BAR OF WISCONSIN FORM No.3-2000 PAID 4 Wisconsin DepartmY and Professional Services Division of In i SOIL EVALUATION REPORT Page I of 3 1% �( 1 in accordance with SPS 383,Wis. Adm. Code pal ovN �,EN County ST.CROIX Attach com to as r not less than 81/2 x 11 inches in size.Plan must include,but n `Vasrt'ical and horizontal reference point(BM),direction and Parcel I.p. 040- 03- 0-047 percent sl4,* r dimensions,north arrow,and location and distance to nearest road. Please print all information. Revie by Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). J Z Property Owner Property Location C&J BUILDERS Govt.Lot ----NE 1/4 1/4 S T 28 N R 19 ©r)W Property Owner's Mailing Address Lot# Block# Subd.Name orCSW 243 Steelhead Drive 47 -- W lnut Hill Farm(Tribute) City State Zip Code Phone Number []City []Village- ■ Town Nearest Road River Falls, WI 1 54022 ( 715) 222-9731 E] New Construction LlseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial-Describe: Parent material loess over glacial till Flood Plain elevation if applicable NA ft. General comments Mound System--0.92 ft.sand fill--0.6 loading rate and recommendations: Property address: 212 Walnut Hill Way El Boring# ❑ Boring spit Ground surface elev. 104.60 ft. Depth to fmiting factor 28 /in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDN in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 "Eff#2 1 0-8 10YR3/3 sil 3fabk mvfr cs 2vf-m 0.6 0.8 2 8-16 10YR3/4 sil 2fabk mfr cW Ivf--f 0.6 0.8 3 16-28 10YR4/6 sicl 2fabk mfr cw Ivf--f 0.4 0.6 28-lsbr Horizon 3 has some gr<1%. 2 Boring# ring 102.90 ❑ 25 Q Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-7 10YR3/3 sil 2fgr mvfr as 2vf-m 0.6 0.8 2 7-14 10YR3/4 sil 2fabk&gr mfr cw lvf--co 0.6 0.8 3 14-25 IOYR3/6 - cl 2fabk mfi cw lvf-f 0.2 0.3 25-lsbr Horizon 3 has some gr.<1% *Effluent#1=BOD >30<220 mg/L and TSS>30:5 150 mg/L *Efrtuent =BOD <30 mg/L and TSS<30 mg/L CST Name(Please Print) Signa CST Number MARY JO HUPPERT/Hollister's Soil Testing&Desi L ` 224832 Address ate Evaluation Cl5nducted Telephone Number W9875 690th Avenue,River Falls,WI 54022 05-07- 14 715-426-1775 SBD-8330(807/13) r Property Owner C&J Builders Parcel ID# 040-1303-00-047 Page 2 of 3 Boring Boring# ❑ pit Ground surface elev. 101.30 ft Depth to limiting factor 27 n 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 0-7 10YR3/3 -- sil 3fabk&gr mvfr as 2vf-m 0.6 0.8 2 7-16 10YR3/6 -- sil 2fabk&fpr mfr cw lvf-co 0.6 0.8 3 16-27 10YR3/6 -- sicl lfabk mfr cam' lvf-co 0.4 0.6 27-lsbr ❑ Boring# Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color Or.Sz.Sh. *Eff#1 *Eff#2 F Boring# Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil ication 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 =BODS>30<220 mg/L and TSS>30:5 150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<30 mg/L Plot Plan for Site and Soil Evaluation Page 3 of 3 Property Owner i - i I„ = 40ft Legal Description ziez yy Ilyp -� N E��4 0 f- (except where noted) -r+ N>;`/4, 5 L2, TzBN, 9g W, Tpw� OF av , Ca = Backhoe pit ST. GiZOtX Cou�-t�/ W IS�OpSttt� • ��D :S North rA.6,,?,Tn ` . , a,. 01.30` 0p +:fig, Gov• a0 �w t]6! y tav,t,o t'a3Z/ tt7z,4o '� h W 105.00' Site Location: w Z Ta �-�c Lk g ° T^NK N >.SO! ?'D /MOLI)JD �. %k 1 �ll�Giv v 7' TOD/? �✓1 E S T�DT- parcel ID# I'Ve Of P t hound surface stay / I' / ofl. Depth to�nmitirig#acts Z a 1n Soil Rate Fin Depth Dominant Red=C3esmk-*m Texture Structure Consistence Boundary Roots ;,eff t1u.sz Cord color .Eta 2 /b 2 S!G 2� c — S r#o Awing F-1 ❑ pit Ground surface elev. ft. Depth to knifing faces - Sad Appficafion Rate Horizon Depth Donnard Color RedoxDescription Texture Structure Consistence Boundary Roots GPDItf in MunseA Qu.Sz Cont.COW Gr.Sz.Sh. -EW 'SW X1 I # ❑ ❑ pit Ground surface dev. ff. Depth to factor in Sol 10plication Rafe Horimn Depth Dornlrmt Color Redax Description. Texitxe pducture Consistence. Botmdary Ropes i in. Munseti Qu.Sr- Cont Color or.Sz.Sh. •EW1 'Etf#2 r - a 1 F-1 # Eonng ❑ Pit Ground su+fa #t. Depth to Wrating factor in. Sol Application Rate Hortwn Depth Dominant "Description. Texture S uctum Consistence Boundary Roots OPON III Munseft pmt Sz. mt cow Gr.67-Sh. *M1 'E#f#2 °Effluerd#1=BODs>30:S 220 rngll_and TSS>30<150 vV& Effluent#2=11006:<30 mglL and TSS<30 mgrt. The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or geed material in an alternate format,please contact the department at 608-266-3151 or TTY 609-264-9777. seaasso�cma� i 4 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page � of 3 Division of Safety and Buildings in accordance with Comm 85.Wis. Adm. Code Counb Attach - - —, •must indudr EROSION CONTROL PLAN must be i arr Parcel I.D. �` est roa d.completed before sanitary permit issuance iewed b 41 /Date �t Pmsono k*wm"m you provide may be used for seoonaary purpumm w•—Y .5.04 0)(m)). Property owner t^ TOPO Pam'Location D� -IL- ZB O ro pD J33 ERS Te7fl.T� �0 411,6;) 194. Govt.Lot A� ya 5 vas T N R�9 (or)w Property Owners Malting Address Lot# I Block# Sub d.Name or csMa Phone Number Town C Yovr 2 state zip Code so v E R T� MN 5SOWe 51 t Zyg• to f Te�y(rO1E F 5L New Construction Use:[9 Residential/Number of bedrooms Code derived design now rate r nv GPO ❑RBpiaoerrwit ❑ Public or commercial-Describe: ---•-T�-- R Parent material /OF�5 S O 1/A- Flojod�Plain elevation if applicable General corrrnents 3 4-,o.a t/h DYY and recommendations: S YS7 e, f Za i'A' . .4. p ft. l l d,� q " . ' 0 F7] 8*ft# ® PB t Ground surface elev. � _ft. Depth to limiting factor in. Sol Application Rate Hwizon Depth DwiinaritColor Redox Desaiption Texture Structure Consistence Boundary Roots GPDft= in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. c *Eff#2 C o. io /o ye 3 Si L �Fcsb 4 w z - . J • �? Z D• a /D = StL 7 ' s z•Z5 /oy �� cs — • 3 • S .S S C2 o L, d 3 s S o M SSS ® Pit Ground surface elev. ft. Depth to limiting factor in. Soft (err Rate Horizon Depth Dominant Redgx Description Texture Stricture Consistence Boundary Rods GPDJfr= _1 qr, Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 1 / a• / /a 313 ------- SeL. 2-FS h d W .Z -�- , s N Z , 2j /p G Z�w+ G '2 /0 C2�Z rc o $' • Z- y <SL D . S Afo r s Y2 s •Effluent#1=BOD >30<220 mglL and TSS>30:S 150 MA •Etiluent#2=eoD <_30 mglL and TSS<_30 got gber csT Name cPlease Prim ,-u LB l G ��rt a CT 7M Address Date Evaumon Conducted Telephone Number Ulbricht &Ass9ciates s. �. 5• o 0 7t5. 77A. 391,Vz- Private Sewaae 2812 10th Ave. Spring Valley, WI 54767 FOP 4PRR©X . 2- yo e4e,5: ,{ SO t7�11 0y0 • 1p�(p . t.0 • OaD oyp- /DgG - z0 • o� o yo • /0'?& oyo • /o* - 70 • oov 0 ,Y0 - /oe& • flD • oao Gv�N�T' Too/? T31•E k s rert97 [� 3 E'ropertYO%"" Parcel ID# 7 7 pates of- t surfaceeie„ -) / � ft- Depth to ii"WkV lac Z 6 in. >2ate Horizon Depth Dominant Cotw Redox Description Texture $5ructtxe Consistence Boundary Roots GPM unseti Qu.9z Cont.Color h. C "EfIW2 2 6�R 3 Si L I—F ,e <S Z - Z • 2 /b � 2f SSG 2 c S r. JUCZ rt D Fl- foRng# Boling pit Ground surface efev, ft. Depth to limiting factor fn. 1 Appinvhon Rate Horizon Depth DorrunaM Color Redox Description Texture Shvc kwe Consistence Boundary Roots GPD ff° ire. M n=eed Qu.Sz. cony.Color Gr.$7,Sh. EffNI "Effff:2 i Boring# g ❑ Pit Ground surface elev, ft. Depth to F ' g factor in. Rate Hortzon Depth Dominant Color Redox Description- Texture a Consistence Boeardary Roots t3 In. Mcnseg Qu.Sr- Cont.Color GF•Sz Sh. " f'#fi 'Eft#2 Sodng# Bo"ng El ' iYii K3rcaurxl suefa fev. #t. Depth Zo!"spiting factor n• Rate S RI Application Conssence rda ioizn Depth Donthtant C Desawton- Textre SU liOD—Iff in. MunseH SL fit•Cokx Gr.Sz•Sh. EW1 "Eff#2 I I Effluent#1=BODE>30:S 220 mgt.and TSS>301:150 tngll• "Effluent#2=$t' D,<30 mglL and TSS< rmtt. The Department of Commerce is an equal opportunity service provider and employer. if you need assistance to aomss services or need material in an alternate format, please contact the department at 608-265-3151 or TTY 6138 254-87 77. i 880.lS�DiR6iee} i i r I I will f PLOT PLAN WALNUT FALLS FARM. LOT # 1 Pg. 3 of 3 = Contour elevation lines. = Backhoe Soil pits. Q = Benchmarks set, maRKED WITH FLAGGED lathes. 1/2" steel conduit pipes. SCALE: 1 " - O l /V o LoT (Lo-T cn c-e._ -'V -7, &0 a • `___-__' deb x,30 _ / o0,� Lo Y2) �.ufryv R Live f7, 6PO /A10VkA0 s ysT, 4F%U , i