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HomeMy WebLinkAbout040-1188-90-012 county: St. Croix Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT Sanitary Permit No: 578986 0 (ATTACH TO PERMIT) State Plan ID No: GENERAL INFORMATION ~5~ Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. City Village X Township Parcel Tax No: Permit Holder's Name: 040-1188-90-012 Halverson, Daniel & C stal Tro , Town of Section/Town/Range/Map No: CST BM Elev: Insp. BM Elev: BM Description: ~ $6.28.19.825 60 ~ TANK INFORMATION ELEVATION DATA 7 ~f~ TYPE MANUFACTURER \ ACITY STATION 25 I HI S ELEV. Septic b~ ) -ZOD Benchmark 1D p, t O o J 0 yr Dosing /I ,r A JI Alt. BM (~(JIV( V Bldg. Sewer Q ~q. Holdin ' a V Ht Inlet ' 2 CJ` g q 7 Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet IAO)b Dt Bottom y~ ~j I -7 Septic 3 15~ ' -1 21 Z' 13 t Z• I J Head /Man S/ 2 Dosing 1 V Gl(~ ~bOY ~ ~ 7• J. Dist. Pipe 25 ~Q 3 ,(p Aeration Holding Bot. System ]b7/ 8 I b.7J b Final Grade 3 ~ IbY ~Z PUMPISIPHON INFORMATION Manufacturer Zoe 1 , Demand St Cover j„f 163, 0~ V l~/Y GP //I Model Number ,G~ Z ~OI`~o17 tl~~lle TDH Lift Friction L ss System Headq , 55 TDH,3 J Forcemain Length f Dia. t Dist. to Weu \ C SOIL ABSORPTION SYSTEM / BEDITRENCH Width Length~~ No. Of s PIT DI ENSION o. f Pits/ Inside Dia. / Liquid Depth DIMENSIONS SETBACK SYSTEM TO DG WELL LAKE/STREAM CHAMBER OR Manufacturer: INFORMATION Typ O S stem: UNIT Model Number: DIST UTI N SYSTEM 2' W x Hol ize x Hole Spacing Vent to Air Intake Heade anifold Dipe(s) ion ( 4 ' 1 , U 2 t I Pipe(s) 1 Length Dia Length ~ • Dia 1 Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Mulched Over ^ Depth Over xx De th of xx Seeded/Sodded/ Bedrr nch Center Bed/Trench Edges / Topsoil , S[ I1 y Ed No Yes No COMME : (Include code discrepencies, persons present, etc.) inspectio # ~ 1 / J/ p) I specctio-n #2: / / ride Drive RIVER FALLS, WI 54022 (NE 1/4 NW 1/4 36 T28N R19 ~O k Ri ge cr~sLot ~ardet No: 36.28.19 25 ocatiori W ood g 1.) Alt BM ription- C,~Y1i~- ~ ~ J ~ r q~~ ~ ~ rc, ~C 1 2.) Bldg sewer length - v 'tnpo s WV I amount of cover fi~ V~~~ `A h.(1 ` a~ ~Q' Q>1 o _ - - - u~JU - -u-i I-- _ Plan revision Required? ®Yes No 1 Use other side for additional inform ion. _ J Date nsepctofs Signature Cert. SBD-6710 (R.3/97) Plot Plan Page 8 of 8 fJ ,c M Ek LL EE sor~l F t , Property Owner owA L 0 3 s i sTt ~ ' so J 1» = 40 ft Legal Description 7z, o~-K Ac (except where noted) = Backhoe pit Alf-- o~ 'r~i~ Nv~`!~i SLc. 3 --~gPl l9w aw,J o~-'r~zaV,_ _ fltTS P)M- M.56F~I> CO u NTV W t 50-0 IJ _5 North 6m* 2, ;off' OF Pl/'F oh ~a REV' fN zp/ FD ~ ~ P,~pposEb L~,tU~iJ}t~! r I ,poq~ t~ 9 ~ ^ ~ t it Sow a III ~ ~j#X7010 ~(1 l/Ef Di2Ni& Wg~- ftssu.Nt.~ ? aa, Site Location: X 5 t C.7. t1, M nM a 3 3b ~ i Wiscograin,, tof r and Professional Services ' 6 t Division af` Sbmci 1 - SOIL EVALUAT-KW-REPORT Page 1 of 3 in accordance with SPS 383, Wis. Adm. Code County ST. CROIX Attach fore pt~te ite;pipn onpawriot less than 8 112 x 11 inches in size. Plan must iwrcautfe `btlt'ridt eriii ato: vertical and horizontal reference point (BM), direction and Parcel I.D. 040 - 1188 - 90 - 012 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). °S"•-l Property Owner Property Location HOWARD W. & MICHELE M. HALVERSON Govt. Lot NE 1/4 NW 1/4 S 36 T 28 N R 19 EE( ❑ (or) W Property Owners Mailing Address Lot # Block # Subd. Name or CSM# W 12463 820th Avenue 72 Oak Ridge Acres City State Zip Code Phone Number ity []Village + Town Nearest Road,# 97 River Falls, WI 54022 ( ) I Troy W. Woodridge Drive E] New Construction UseEj Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ❑ Public or commercial - Describe: Parent material loess over till Flood Plain elevation if applicable- ft. General comments Mound System 0.50 ft. sand fill 0.6 loading rate and recommendations: 1 Boring # Boring ❑ Q Pit Ground surface elev. 101.65 ft. Depth to limiting factor 53 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-19 7.5YR2.5/1 - 1 2fabk mvfr gs 2vf-m 0.6 0.8 2 19-27 7.5YR3/3 - sil 2fabk mfr es lvf-m 0.6 0.8 3 27-42 10YR4/4 sil 2f-mabk mfr es Ivf--f 0.6 0.8 4 42-53 10YR4/6 is Ifsbk mvfr 0.7 1.6 2 ]Boring # Boring 99.80 32 El Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-12 7.5YR2.5/1 1 2fabk&gr mvfr cs 2vf-m 0.6 0.8 2 12-19 7 5YR3/3 sil 2fabk mfr cs 2vf-f 0.6 0.8 3 19-32 7.5YR4/4 sil 2fabk mfr as lvf-f 0.6 0.8 4 32-40 7.5YR4/4 m1d7.5YR5/6&10YR6/2 sil Ifabk mfr 0.4c 0.6 * Effluent #1 = BOD > 30:< 220 mg/L and TSS >30:5 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Si CST Number Mary Jo Hu ert Hollister's Soil Testing & Design~ o 224832 Address Date Evalu i n Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 04 - 04 - 15 715-426-1775 SBD-8330 (R07/ 13) Fcror main connaaioa via tar a cross to amWald at +wg point. Lawats an identim N P Turn-up vObell we**or 1E-X-i I+W2 W21 (.!lWINIS MOrCMain SGh40 PVC oleanoutplog per SRS TaMe 384:304 Halos drilled on** bomotw of d w WWat O1 r 74 a. x yi y 3Qy V go 1 11 ~1 SOIL PROFILE DESCRIPTION f-t(,cPPEf~I` Owner: {{~LU~~Sa~~ ~(d~SAfz~U CST: M49Y lb System Elev. Proposed: ft Syst. Range ft to ft Ld Rate: # z Elevation: y'9 ~O # t Elevation: /b/-(vr # Elevation: /aZ.ZO o Boring o Boring o Boring Pit it Pit it Pit I Pa ~rloa )02.7 ` s~ y 1aZ 1611M 5• - ~.lo& Qy - F T----- Plot Plan Page 8 of $ Property Owner ~{owar~~ ~J, fife; M . tl vFs~J /3uyce ; JAN!EL ' ALVEKSON 1» ! 40 ft Legal Description z,*T 7z, DA K R; zz, i~:- Ac 44-5, (except where noted) NS q DT-- -T-4i15, tjvj SEC. 3., " 2g PI , 2 !gVIJ -j 0WA df~ -r1?,aU~- Backhoe Pit •z = PITS /V ar u sE-~ .ST. C-219 S X CO ti.N'lY W 4 SCD N 510 North 1 Nil- -;=O 14 MA ,e' fla r r11- LZ 6m:4 -Tot- OF ROOF= P iD~f 83' 3 Ta R~~° ?o R=~°X S(1~, o0 0 r~~jtST/n92(o65 3~I~ 9 N Z ~~I I J WELL " q4 E- ~Ls~r~/t~3~r Sf3JT 44 OL t1 ? _ h ~P FQG[.~lD Site Location: x.5rre 3 3b ~ 4w Safety and Buildings Division County C 0, Y_ D P A I 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.) PS ~ Madison, WI 53707-7162 y ~.w Sanitary Permit Application State cTransaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit 7 3 2 1 $ is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Servies. Personal information you provide may be used for secondary ur oses in accordance with the Privacy Law, s. 15.04(1)(m), Stats. -4147 1. Application Information - Please Print All Information Property Owner's Name Parcel # po.In;~1 ~C ex ~'a~l V\0,'V er5 ayl U JUN 112015 d yv - /I DI Z. Property Owner's Mailing Address ST. CROIX COUNTY Property Location V112. y e °l ? Zb' Nv.P_Av-e_ :*MMUNITY DEVELOPMENT Govt. Lot C " C4J` L City, State Zip Code Phone Number 3 Co ~~D22 N€ /a, Section R:~~er T akt S 2Z (circle on T S N; R I ~ E oW II. Type of Building (check all that apply) Jib Lot # ® I or 2 Family Dwelling - Number of Bedrooms ~ 0 'd -7 2 V Subdivision Name J ~p0 i\Block# pci~,~. l~C.-Y~'.S✓ El Public/Commercial - Describe Use 16 ❑ City of CSM Number ❑ Village of ❑ State Owned -Describe Use y 01 - M 11m,^ CELL, ®Town of T r0 III. Ty a heck only one box on line A. Complete line B if applicable) New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) List Previous Permit Number and Date Issued B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New Before Expiration Owner V 1 l 1 v i IV. Type of POWTS System/Component/Device: Check all t - ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ A Grade ~ Mound > 24 in. of suitable soil ound < 24 in. of suitable soil / El Holding Tank El Other Dispersal Component (explain) ❑ Pretreatment Device (explain) C/ V. Dis ersal/Trea ent Area Information: De ign Flow (gpd) Design Soil Applicati Rate (gpds Dispersal Area Re ired (s Dispersal Area Pr /posed (sf) System Elevation 6 00 IDyB -7 l U 2.5 VI. Tank Info Capacity in Total # of ctu r Gallons Gallons Units v o n New Tanks Existing Tanks c aUi Y p w ly/oak 5 0 wU wC7 p. Septic or ++ekhTT-T1Ak / Q O We Ir V Dosing Chamber Q 'I VII. Responsibility Statement- 1, the undersigned, a responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) PI r' ig ure MP/MPRS Number Business Phone Number '~al~,\ ~S S-~C✓ 225'4 51 (-7,5) y'ZS-55~y Plumber's Address (Street, City, State, Zip Code) N$,30 go4l-, strre_., V,er ~U2Z VIII. County epartment Use Only Permit Fee Date Issued Issuing Agen lure XApproved roved $ ~0 I zo ❑'6 ner Given Reason or Denial lY I IX. Conditions o§*S1lbMA0 s f?fp royal ! ,gyp 1. Septic tank, effluen l e~j41~ d maintaine4( `/~~50" G ~rovCll CD(1L~1~7UnS A-~ / dispersal cell must -la provided by plumber. ec~~1 as per management p (n o tr, must be m M _n 2. All setbackrequire code/ordinances. alntained as per applicable 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) ti MARY JO HUPPERT Page 2 4/28/2015 r ' 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. herard erely, Fee Required $ 250.00 This Amount Will Be Invoiced. M Swim When You Receive That Invoice, POWTS Plan Reviewer, Division of Industry Services Please Include a Copy With Your (608)789-7892, Mon - Fri, 7:15 am - 4:00 pm Payment Submittal. jerry.swim@wisconsin.gov WiSMART code: 7633 cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm I s p~Y`Rr11EVr DIVISION OF INDUSTRY SERVICES 3824 N CREEKSIDE LA q° HOLMEN WI 54636 3 ! S P , Contact Through Relay S http://dsps.wi.gov/programs/industry-services gyp mac`` www.wisconsin.gov x$101,4 Scott Walker, Governor Dave Ross, Secretary April 28, 2015 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: 04/28/2017 SITE: Daniel & Crystal Halverson Identification Numbers W. Woodridge Dr Transaction ID No. 2532798 Town of Troy Site ID No. 811867 St Croix County Please refer to both identification numbers, NE 1/4, NW1A, S36, T2 8N, RI 9W above, in all correspondence with the agency. Subdivision: Oak Ridge Acres; lot 72 FOR: Description: Four Bedroom Mound System / 3% slope Object Type: POWTS Component Manual Regulated Object ID No.: 1532576 Maintenance required; 600 GPD Flow rate; 30 in Soil minimum depth to limiting factor from original grade System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01101, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01101, 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 CONDITI requirements. APPR No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, DEPT OF $ stats. PROFESSION The following conditions shall be met during construction or installation and prior to occupancy or use: DIVISION OF IND u Reminders • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. 709R~ES:pl • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with 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. • The area within 15' downslope of the dispersal cell 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 open to inspection by authorized representatives of the Department which may include local inspectors. RECE Fr I APR 15 2015 SURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: DANIEL & CRYSTAL HALVERSON Owner's Name: (same) Owner's Address: W12489 820th Avenue River Falls, WI 54022 Legal Description: NE1/4 of the NW1/4, Sec. 36, T28N, R19W Township: Troy County. St. Croix )NALLY )VED Subdivision Name: Oak Ridge Acres FETY AND Lot Number 72 Block Number. NA I SERVICES JRY SERVICES ° Parcel I.D. Number 040 -1189 - 90 -012 Plan Transaction No.: ~e~e;s'liu:lr/u►,~,, ENCE `~,1~ Page 1 Index and title Page 2 Data entry ••'°"°°•a Page 3 Mound drawings A Page 4 Lateral and dose tank Page 5 System maintenance specifications } Page 6 Management and contingency plan • F = Page 7 Pump curve and specifications Page 8 Plot plan •°°y r.;: V/1 Qz, Designer. Mary Jo Huppert License Number. 1859 - 007 Date: 04113/15 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. 0312012) Page 1 of 8 Mound and Pressure Distribution Comaonent Desian Design Worksheet Site Information (R or C) R Kesiaenilal or Loommerciai uesign Note: sand tin (u) caicuiations assume a Cetirnntnri In1f3Cf0%A/=f=r Flnw trinril I Table 383-44-3 in-situ soil treatment for 1.50 Peaking Factor (e.g. 1.5 = 150%)' fecal cootorm of 36 inches. i 600.00 Design Flow (gpd) 3.nn Site Slope 102.00 Contour Line Elevation (ft) 30.00 Depth to Limiting Factor (in) ;60 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 66.67 Dispersal Cell Length Along Contour (ft) = 9.00 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 Y Pressure Disribution Information network? Enter Y or N (C or E) a Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation (ft i w 7. 3 Number of Laterals of the highest point. I 0.156 Orifice Diameter (in) 3.50 Estimated Orifice Spacing (ft) = 10.53 ft2/orifice E 2.0_0 Forcemain Diameter (in) 20.00 Forcemain Length (ft) Does the forcemain drain back? [_y 90.00 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft) x 1.3 3.26 Forcemain Drainback (gal) 12.09 Vertical Lift (ft) 62.28 5x Void Volume (gal) 0.40 Friction Loss (ft) 65.54 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 30.69 System Demand (gpm) 17.05 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 1.50 x 1.25 x x _ 2.00 x 1.50 x )~~j 3.00 2.00 x 3.00 xi Gallons/inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1200.00 Se tic Tank Capacity al LL-_-__J Total Working Liquid Depth inWieser_~__ --]Manufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.0 Dose Tank Capacity (gal) Po~rLok 1 Filter Manufacturer _22.241 Dose Tank Volume (gal/in) 525 !Filter Model Number Weiser !Manufacturer Project: DANIEL & CRYSTAL HALVERSON Page 2 of 8 Fooce main "mmP timm via tar or oross to rnaeiiold' at ang point. Latrrals ate Wntic S ~ p Tum-up v.4beliva"or 1t-X-+I+W2 02 LateFals Momeme Sch40 PVC oiednoutptug per SPS T*Me 384.30.6 aio~ts ar1Me on she aamrunn of the iaterM. II Mound Plan and Gross ~eczivf: J K l::'.:.:.1::.: :P:: :J':F.: .T.: :J•l:d:: J'~.~re ~:r%:::::1.: •J:1'.: ::.°n.: .r I IT • 4;•.;•..'.....'L.'..L........".L.S.S~..,.}„'4.Yt•, ;•..ti.y:: S;".;`, ~'f~;".;".-~.a•...,.'4..,>.~, S~'. ~°,^1n .1: Sti :,5.1tiJ•.:jy✓:j~. ~tirti° :ti~~; ~1 ~,r: :.y ~~':d:' etin. etir: :'r.?{{J,:-• is°~ti ~7~• ~ _:.:..i .i. 1 B I l I . Iz L IlAnnnr! hnm~nnnn~ ~limnhc~innn A 9.00 ft E 9.24 in H 1.00 ft K 7.22 ft R 6E.6? ff F 9.2 i"- I 6.73 ft L 81.11 ft D 6.00 in G 0.50 ft J 4.87 ft w 20.60 ft 500.03 (ft) Dispersal Cell Area 1048. (ft) Basal Area Available 9.00 (gpd/ft) Linear Loading Rate 6.67 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 104.27 (ft) ..rrrrrrrr,.,... H .riiririiirr rrrrrirrrr.. G I F 103.00 (ft) Lateral Dispersal Cell 102.50 (ft)-♦ - Invert Dispersal Cell = t Elevation D a.~ ]is . r. ,A'~ ;L< ~Qx 102.00 (ft) Contour Elevation 3.0 % Site Slope Geotextile Fabric Cover Shading Key a, T Dispersal Cell See lateral details on Q ® Topsoil Cap 1.5 ft Page 4 for number, size, ®Subsoil Cap to e r • and spacing of laterals. Laterals are equally ASTM C33 Sand :a F 0.5 ft Tyaical Lateral r~ spaced from the Tilled Layer ~•,,:;::•r•.'• distribution cell's ti'1.`.?til Aggregate tF O ::'ti::,:: ;:`ti 'r r.r •r•: •r•ry};}3ac;b, } centerline in the A } distribution cell (AxB). Project: DANIEL & CRYSTAL HALVERSON Page 3 of 8 I I Mound System Maintenance and Operation Specifications Service Provider's Name Darreii's Septic Service Phone 715-425-1025 _ 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 118 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 600.03 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 eve 3 ears Effluent Filter Should inspect and clean at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test monthly Pressure System Laterals should be flushed and pressure tested eve 1.5 ears Mound Inspect for pondin and seepage once ever3m Other 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: DANIEL & CRYSTAL HALVERSON Page 5 of 8 End Connection Lateral Layout Diagram Cenoer the laterals over the A & B dwnewts6on Turn-u p vW ball vaboo or Cr®anoutplu g Alf laterals are identical - X--}I Hales doWed on the bottom of the lam"al s equally spaced LeAerafts &*wcer aaain Sch 40 PVC per SPS Tabft 384.30-6 5 i farce mnain connection via tee- or cross to matwlold at any point. Number of Laterals 3 Orifice Diameter 0.156 in Lateral Diameter 1.25 in Orifice Spacing (X) 3.62 ft Lateral Length (P) 65.16 ft Orifices per Lateral 19 Lateral Spacing (S) 3.00 ft Orifice Density 10.53 ft2/orifice Lateral Flow Rate 10.23 gpm Manifold Length 6.00 ft System Flow Rate 30.69 gpm Manifold Diameter 1.25 in Total Dynamic Head 17.05 ft Forcemain Velocity 3.13 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 property vented E- Alternate outlet \ location Forcemain diameter Weiser Manufacturer_ 2 in. Capacityl 800.00 Gallons Volume 22.24 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 20.12 447.56 B 2.00 44.48 C Pump off elevation (ft) C _ 2.95 65.54 90.91 D 10.90 242.42 D Total w 35.97 800.00 11 _J Dose tank elevation (ft) Bedding under tank. 90.00 Alarm Manuafacturer 1SJE Rhombus mj Note: Switches Alarm Model Number yTank Alert AB containing mercury may not be used in Pump Manufacturer !Zoeller this system. Pump Model Number 152 Pump Must Deliver 30.69 gpm at 17.05 ft TDH Project: DANIEL & CRYSTAL HALVERSON Page 4 of 8 i TOTAL na:mic HEAD.I APlb^,lrf HE 1 AD CAPACITY CURVE PLR MUTE UIRLE?!i MD UFftff 4C. MODEL 152/153 - -r-- MODEL 153 153 50 t .Y. _ Feet me(er t:rJ. Liters Gfx. 1 titws 12- 4D 52 0 s.! 6i-- 231 :6-! ^5=, ° 1 S X1.6 53 'N 'r l - - - 20 &1 44 167 52' 114 $ 30- 7. 6 34 ts'9 42-~-1 -9 0 30 i`9.1 23 ~$7 3' 's5 /7,25-20-t- 35 t 10.1 22 65 40 4 - 1.0r-k `daNw. I _ 3.U Ft. (l l.b 44.0 F1. (13.4ta) 10- otaoe 0 70 a 40 60 6D 100 GAtt.OMS LITERS .w 80 1180 240 320 t: t rd 3 417/32 4 5/s I FLOW PER Mg&% .42 CONSULT FACTORY FOR SPECIAL APPLICATIONS l~: I ' • rmwd doh pands avabb t - - • - • akffmkxs. for dupex syskam% ate oval" Not suppied vWM altal8fl11. • Vatieble kmm4 tm kd &vW* s are avaftle for cmkdkV an* Obese I • Double t vatiW* le vW 1fd amUm are avml W for variable 1 i level " and short cycle ecnkols. • Sealed Qr*-Box avalabb ;fr outdoor kabalsOW& See FM142Q. • Over 130°F. r. r - I t54T.l qx%W `motion te9uu'ed. ' G: _~..~...-n. 15N153 Series '2 t/! f---_ _t- ' etoai :v.PaT x_' _ _ ' sly n_t t N152 ! 11s 1~ Wan _ e5_ f_2or3- ~alJ 3 1/8 FiNt. 1t5 _ t ! Mdo j 85 Zbcksftd ~~td~ _2or3 ZKM _E152 230 t ! Non ~3~ 7 1 -2a3 { '_-._f-• ' BE152 230 » 1_ avao s3 2or3~ Nf53 115 1 Ndrt tOS 1 2or3 y- - - ertl5a its t _ Awo toe ~auaee _ 2a 3 I SElECTK}N GIgOE E153 _2.30 1 { kdi y 5`J i 2or3 9Et53 230 1 Auto &3 Nclatlt!tl ' la=r3 1. 5rgle pwlbadr variable btrel AM sw t or dable pint vmWe Ievel float snick ;rarer' to FM0477. L t.A 2. See FW712 br Wrect model of BKWW ANnrwbr E-Pak. AN inst iNSU n of cwh-dN: wokpKm doweams wring dwid be done by a pvriSed kcensed deancim. AN deWieal ai d sd"codes slwtdd be k0owod ktcht 4 the swat 3. Variable kaval txlnbd soft 100225 treed as a oortbol ae(iwlar spttti(y tlltplex (3) rdennt National E a&ic Code (NEC1 end Bw gcetoadorW Solely add Hsaah AU (OSHA). or (4) bat sylblam. RESERVE POWERED DESIGN For unwell COnd m a serve s *ty ratios is mWeemd fib ttte design of emy Zodu WW. NAR 1!~ P.G. 8t71C 78,917 Lm&^K'Y 405B6w tOa sffi7Q NoCoealbnAerd A6aabduMSOf.. LM*^Kf 41014M 4 htgamaartirtoeHoiaorx. )°OM/° LO_ ~'r ~Rc GT; -TJ%ltt--. CRYS' A C-F}~L4tKSF l - - - - of8 Plot Plan Page S Of 8 Property Owner Jf ow*Kb-1U, i MIQHI Lt M . tt LvEP--5aA 13uyc*~ ; bA N t EL ~ \145 L H A L~JEKson! I» = 40 ft Legal Description to 7z; o tK -R► (except where noted) N `1~ o - -rl+(5- tjy4q, -5-F-- C, --Z-g 0y 1~ !9w! -row^) o~ -rROY~ In Backhoe Pit PITS lvar kze-A $r, cRp l X CO kNTyl-, W l SCo N --m o North J~ lc T-P.rJMA)1) ~GYLTn P E L gryl Z= 1 D 3©F ~~~i" 7D IZF -to ^Ok 29 s~f/o • $3 04, Ro pos€.a a ~;P ~ct~la Nt✓f~t3oa►nt~~a0 ~J~1t/~7oP ~,F rlr~~ ,9-ssu M ~ ~ ao, oo ~ Site Location: x.Sac P-r, . rt M a 3b 3 Ili~lll~~ll~l~l~~lll~ B Tx94242516 9 State Bar of Wiswre-in Form 3-2003 QUIT CLAIM DEED 1010348 BETH PABST Document Number DocumentTLmc REGISTER OF DEEDS ST. CROIX CO., WI 04/10/2015 11:29 AM THIS DEED, made between Howard W. Halverson and Michele M. EXEMPT#: 8 Halverson, husband and wife REC FEE: 30.00 ("Grantor," whether one or more), PAGES: 1 and Daniel C. Halverson and Crystal C. Halverson, hind and wTe-as survivorship marital property ("Grantee," whether one or more). Grantor quit claims to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in ST. CROIX Recording Area County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): Nam and Rsnmm Address Dsaiet Haivenoa W 12189 820ft Ave Lot 72, Oak Ridge Acres, Town of Troy, St. Croix County, River Fads, WI 54022 Wisconsin. 040-1188-90-812 Parcel kkatifiction Number (PIN) This Deed is fee exempt under s_ 77.25(8), Wis. Stats. no IS NOT homestead property. (is) (is trot) Dated 3- i g_ I S I KAREN L. MABE (SEAL) C t(SEAL) NV!UIY rvulic • Hovy w-d W. Halverson c KAREN L. BRAKE (SEAL) 42')---{§EAL) Z-e Public i the a M. Halverson ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) authenticated on ) ss, s i . Clot t COUNTY ) " Personally came before me on TITLE: MEMBER STATE BAR OF WISCONSIN the above-muted Howard W. Halverson and (Ifnot, Michele M. Halverson authorized by Wis. Stat. § 706.06) to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. THIS INSTRUMENT DRAFTED BY: Schrader Law Office, Tony R. Schrader , (715) 523-9409 Notdry Public, State of of Wisconsin My Commission (is permanent) (expires: H - ' { S ) (Skestum may be autheatiatted or sdmow wedged. Both an tat neeacsary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY mENTIRED. Q4= CLAIM DEED 0 2W3 STATE BAR OF WISCONSM FORM NO-34M ' Type name below signatures. ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer D., ~ /~~✓~i~ sy`7~i^ Mailing Address Z~ dV P Z2A yZ7 P veer !0/'5_ Property Addres (~veriification require om Planning Department for new construction.) City/State P"16)"- rpr G~S k'na el Identification Number ~7 C2 (Q LEGAL DESCRIPTION Property Location A I/4 , / W, Town of / t/4 Sec. , T ~N R _ rP5 y Subdivision 0Aj` C'iGIge Ac- raS Lot # Certified Survey Map # Volume , Page # Warranty Deed # / d /6` 41y , Volume , Page # Spec house yes no Lot lines identifiable yes no SYSTEM MAINTENANCE 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. The property owner agrees to submit to St. Croix County 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 Department 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 Zoning Department within 30 days of thethhreeyear expiration date. SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION [/we certify that all statements on this form are true to the best of my/our knowledge. I/we am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT DATE Any information that is misrepresented may result in the sanitary permit being revoked by the Zoning Department. Include with this application a stamped warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. a 8go t -.4 -9C 08 .1/l 09X.8£ OM Q .OWHS)ln .099cmxo CL I as gyp. , \ q 1 n ~ ~ 1 r nN~ ~ ~ I4t d~f-Zf n ♦ a } C &JA ~M Qi ~ I ~ s '7C'eL~S+ n $ O • - J 1 1 u~. / d.{a f r~ O •a i WIA ~ P ± $t \ o^ / 1 I III, F.Z/1 LL A 11111 I ~ ' I } oil. D n ~ } I MI ~ W ii 1 } ~ 1 } ~ w r• ~ ~tl$ 0 11 } ~1~ } I 1) } 1 } b C ~ 4 cn~ 1 Y~ I I I} N tgx g~ I I Ill? g/ / J3S ►'Cl 1 / /ice } P N r~f~ ID \ Y jM.rH ZG i i91t6f w t 1 lWd rn d!f-ZC ~ d 1 } \ \ yg I / i~ l }1 n \ w n 1 / cYi ~ o n ti I ~ n n 9L Old-2 _ 33OW 17m at SBRLO A9 "S-NO 3VVWVO .0-.9Z .O-,9t r Fasoe main eonnec*m via toe or cross to ffaMc ld at ang point. pals art k*ntk M Turn-upwtt>sllratwor ~+X-lpl+*/2 W21 LtkudS Mcwccww rl SGh40 PVC oleanoutptvq per SPS TfAft 384.30-6 HOMs drills on she bouom of she laws&  I wlsc ollleirlr s i and Professional Services Division :j 26 tic s SOIL EVALUAT~PORT Page 1 of 3 in accordance with SPS 383, Wis. Adm. Code ( County ST. CROIX Attacf ~,PMpfQi ite pJ;in the not less than 8 1/2 x 11 inches in size. Plan must WA'! Ut'Adt IYmitec~ fo vertical and horizontal reference point (BM), direction and Parcel I.D. 040 - 1188 - 90 - 012 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15,04 (1) (m)). Property Owner Property Location + HOWARD W. & MICHELE M. HALVERSON Govt. Lot NE 1/4 NW 1/4 S 36 T 28 N R 19 EE((or)❑W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# W 12463 820th Avenue 72 Oak Ridge Acres city State Zip Code Phone Number ity ❑Village [H ]Town Nearest Road$17 River Falls, WI 54022 ( ) 1 Troy W. Woodridge Drive E] New Construction UseE] Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD 11 Replacement Public or commercial - Describe: Parent material loess over till Flood Plain elevation if applicable W A ft. General comments Mound System 0.50 ft. sand fill 0.6 loading rate and recommendations: FT] Boring # Boring Pit Ground surface elev. 101.65 ft. Depth to limiting factor 53 Q in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-19 7.5YR2.5/1 - 1 2fabk mvfr gs 2vf-m 0.6 0.8 2 19-27 7.5YR3/3 - sil 2fabk mfr cs lvf-m 0.6 0.8 3 27-42 10YR4/4 sil 2f-mabk mfr cs lvf--f 0.6 0.8 4 42-53 10YR4/6 is lfsbk mvfr 0.7 1.6 F 2 Boring # ❑ Boring 99.80 32 E] Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtlf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-12 7.5YR2.5/1 - 1 2fabk&gr mvfr cs 2vf-m 0.6 0.8 2 12-19 7,5YR3/3 sil 2fabk mfr cs 2vf-f 0.6 0.8 3 19-32 7.5YR4/4 - sil 2fabk mfr as lvf-f 0.6 0.8 4 3207.5YR4/4 mld 7.5YR5/6&10YR6/2 sil lfabk mfr 0.4c 0.6 * Effluent #1 = BOD > 30:< 220 mg/L and TSS >30:< 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Si CST Number Mary Jo Hu ert Hollister's Soil Testing & Desi D 224832 Address Date Evalu i n Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 04 - 04 - 15 715-426-1775 SBD-8330 (1107/13) 3 f' r y t:. 4 -~ld~ jp 4 fi Y,. ~4p.  i SOIL PROFILE DESCRIPTION Owner: #PLU67(Z Sa~, /1b~Sq(z~ CST: M 4M lb System Elev. Proposed: ft Syst. Range ft to ft Ld Rate: # Elevation: 99 8D # Elevation: /b/.loSS # 3 Elevation: /bZ.20 o Boring o Boring o Boring Pit 4t Pit it Pit ,a~ , - - - Paf lob -----02.7 !oZ 16-IM - - lov g - - 5; in l3 - Qy Mound System Management Plan 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, Slats. 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 BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD$, 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. Page 6 of 8 Project: kJ.A-AIEL- it bRyS_ ~ ~EASmf Property Owner HALVORSON, Howard&Michele Parcel ID # 040 - 1188 - 90 - 012 Page 2 of 3 Boring Boring It © 102.20 30 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-19 7.5YR2.5/2 1 3fabk mvfr cs 2vf-co 0.6 0.8 2 '30 7.5YR3/3 sit 3fabk mfr cs lvf--co 0.6 0.8 3 3 6 7.5YR4/4 m2d7.5YR4/6&10YR4/6 sit 2fabk dh lvf-m 0.6 0.8 ❑ Boring # Boring pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Boring F-I Boring # Ground surface elev. ft. Depth to limiting factor in. Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L SBD-6330 (R07/13) Face main tord*atioa via err or cross 4a ananiF at aig point. LaWats are i4entia ai •a Tum- p,Nt"I alwar 1(-x-+W2 W21 LOtereft MOMOMerirt Scat 40 PVC alwanautplag per SPS Tula 384M.6 6laies dr~.a on the bouorr+ or ehe lattrat t : 0 Oil v <a rn h:. imp A ;~R L *4 F . .OVA ~T 1 11 s ~1 SOIL PROFILE DESCRIPTION Owner: YgLV6-e-Sa~j fl6W#9'U CST: M49Y lb System Elev. Proposed: ft Syst. Range ft to ft Ld Rate: # Z Elevation: y'9 gO # Elevation: /b/. (05" # 3 Elevation: /oz •zo o Boring o Boring o Boring Pit 4t Pit )t Pit Q - , S~ - - - ~oZ 6411 - - - S; 9 in 3 - Qy