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HomeMy WebLinkAbout016-1061-40-000 '. Wish,,: -1sin D partmeggt of Commerce PRIVATE SEWAGE SYSTEM P Safety and uildings bivision Count y INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No-: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). 353226 Permit Holder's Name: ❑ City ❑ Village [I Town of: ate Plan ID No.: BaDour, Keith Town of Glenwood (_2-7`f5 •d' -wl 10. - CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.: ap f 100..0' r ,,� , - S�•Ica 9 CS1 �* I 016 - 1061 -40 -000 TANK INFORMATION ELEVATION DATA �q. iS, z8 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark ��• ° 10 /. 10 - d Dosing Alt. BM A 73 it 6). [ 7 ' Aeration Bldg. Sewer - c •g�' Holding St/ Ht Inlet S 1 0z .34' TANK SETBACK INFORMATION Ht TANKTO P/L WELL BLDG. Air to i ntake ROAD Air Septic 7 v . NA Dt Bottom O `IS Si Dosing " �-(t NA Header / Man. A // .gyp fps r Aeration NA Dist. Pipe Holding Bot. System 6o'31 ' PUMP / SIPHON INFORMATION Final Grade ` Manufacturer �S Demand St cover 0 1 0 Model Number l�l�'SI _ GPM v�1# S,':Tr I C> too, e ` H Lift 4(.414' L rictio , ;S System .s TD • �Ft ,,,,�7(�a (�. }(, 1,csa. a ' Forcemain Length ( Dia. Fi t " Dist. To Well 5 t - 7 SOIL ABSORPTION SYSTEM ` TRENC Width �� Length ' No. T enches PIT No. Of Pits Inside Dia. Liquid Dep DIM th DIMEN I N SETBACK SYSTEM TO P / L BLDG WELL LAKE / STREAM LEACHING CHAM anufact INFORMATION Typeo > 3 , �� i Mod Nu System: � � �-� NIT DISTRIBUTION SYSTEM Header / Manifold Distribution Pipe(s) rr x Hole Size x Hole Spacing Vent To Air Intake Length A-4 Dia- Length � Dia. 1 Spacing I /S[ (p2 SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded /Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil E] Yes o t ❑ Yes El N ` COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: «/ /qt spe &ion #2:00/3 // ao Location: 2865 County Road G, Glenwood City, WI (SW1/4, NE1 /4, Section 29 T30N -R15W) - 29.30.15.428 1.) Alt BM Description 2.) Bldg sewer length= - amount of cover = > q Z. 3.) Contour= �q 2 t7 = 5 a 6 • s'S °� _ (o S . S i 1 J Plan revision equlred? ❑ Yes ONo �q Zva Use other side for additional information. JAI�4 1 Date ��,( pe or's Signure Cert. No SBD -6710 (R.3/97) `7j c��twn.� U p�,VZ4� W\ OS" 2vD ' ADDITIONAL COMMENTS AND SKETCH , SANITARY PERMIT NUMBER: Safety and Buildings Division *i sconsin SANITARY PERMIT APPLICATION 201 W. Washington Avenue ; P O Box 7302 Department of Commerce n accord with ILHR 83.05, W s. Ad Code Madison, WI 53707 -7302 • Attach complete plans (to the county copy only) for the system, on paper not less County than 81/2 x 11 inches in size. .5f (f ,- , • See reverse side for instructions for completing this application State Sanitary Permit Number Personal information you provide may be used for secondary purposes ❑ Check it revision to previous application P [Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number 1. APPLICATION INFORMATION -PLEASE PRINT ALL INF RMATION *>6 Property Owner Na a Property Ocation c_r� Z o yam :51V1 /4 1/4, S Z9 T �a� r N, R , 5't (0 W Property Owner's Mailing Address Lot Number Block Number City, State Zip Code Phone Number Subdivision Name or CSM Numb st, vrt /1, - �' biz) QTY -/5n� — I1f�io I1. TYPE OF ILDING: (check one) ❑ State Owned a Cit Neareft Road Public 1 or 2 Famil Dwellin - No. of bedrooms —3 w v own of G �rllrJ�� Ct 111 BUILDING USE (if building type is public, check all that apply) Parcel Tax Number(s) 2-11, O 1 ❑ Apartment/ Condo 016 - 1011 — 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant /Bar /Dining 4 ❑ Church/ School 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash 5 ❑ Hotel /Motel 9 ❑ Office/Factory 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1. & 2_ ❑ Replacement 3. ❑ Replacement of 4_ ❑ Reconnection of 5_ ❑ Repair of an - _____ System________ System____ _________TankOnly______________ Existing System ___ -____ Ex- - - System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 52rM ound 30 ❑ Specify Type r 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In- Ground Pressure 42 Q Pit Privy 13 ❑ Seepage Pit ! 1 _ 43 ❑ Vault Privy 14 ❑ System -In -Fill XI-15, VI. ABSORPTION SYS INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade 1 Required (s ft.) Proposed . ft.) (Gals/day //sq. ft.) (�� c) Elevation c T �0 "ZOFeet /o/ • 712 Feet Cap acity VII TANK in Ca allo s Total # of Prefab. Site Fiber- Exper. INFORMATION g Gallons Tanks Manufacturers Name Concrete Con- Steel glass Plastic App New Existin strutted Tanks Tanks Septic Tank or Holding Tank Ode t9 QW2, I L L — ❑ 11 ❑ ❑ ❑ Lift Pump Tank /Siphon Chamber © ❑ ❑ 1 ❑ 1 ❑ 1 ❑ ❑ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) I Plumber's Signature: (No Stamps) MP /MPRSW No.: Business Phone Number: 4 0 7 Plumber's Address (Street, City, State, Zip Code): / IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sa itary Permit Fee (includes Groundwater ate Issued Issuing Agent Signatur (No Stamps) gApproved El Given Initial Surcharge Fee) Adverse Determination X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBD- 6398 (R.11/97) DISTRIBUTION: Original to County. One copy To: Safety & Buildings Division, Owner, Plumber INSTRUCTIONS 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date and at a time of renewal an new criteria in the , Yp Y p Y Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer / Renewal Form (SBD -6399) to be submitted to the county prior to installation 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division, 608 - 266 -3151. To be complete and accurate this sanitary permit application must include: I. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. Ill. Building use. If building type is public, check all appropriate boxes that apply. IV. Type of permit. Check only one on line A. Complete line 8 if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested for numbers 1 through 7. VII. Tank information. Fill in the capacity of every new /or existing tank, list the total gallons, number of tanks and manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump /siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Plumber must sign application form. IX. County/ Department Use Only. X. County/ Department Use Only. Complete plans and specifications not smaller than 81/2 x 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. ---------------------------------------------------------------------------------------------------- GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. I Safety and Buildings 2226 ROSE ST ' LA CROSSE WI 54603 -1905 TDD #: (608) 264 -8777 isconsin www.commerce.state.wi.us TV Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary November 05, 1999 CUST ID No.283360 ATTN: POWTS INSPECTOR ZONING OFFICE BOLDT PLUMBING & HEATWd ST CROIX COUNTY SPIA 820 MAIN ST 1101 CARMICHAEL RD BALDWIN WI 54002 -0 HUDSON WI 54016 _.. RE: CONDITIONAL A -ROVAL APPROVAL EXPIRES: 1/05/2001 ' Identification Numbers 1 � Transaction ID No. 271335 Site ID No. 183161 SITE: ' ??ViNJG 055 ;Ci' Please refer to both identification numbers, Site ID: 183161 `., above, in all correspondence with the agency. St. Croix County, Town of Glenwood, SWIA, NE1 /4, S29, T30N, R15W Facility: Keith BaDour Proposed Residence FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 498339 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • 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. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with designated 20 2 the es gnztel county official m accordance with the provisions •f Sec. 145. O(1), Wis. Stats. 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 10/22/1999 FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 Oerard M. Swim BALANCE DUE $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 785 -9348, Mon. - Fri. 7:15 AM to 4:00 PM jswim @commerce.state.wi.us WSMART code: 7633 r _ - Safety and Buildings 2226 ROSE ST LACROSSE WI 54603 -1905 TDD #: (608) 264 -8777 www.commercestate.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary November 05, 1999 CUST ID No.680222 ATTN.• POWTS INSPECTOR ZONING OFFICE KEITH BADOUR ST CROIX COUNTY SPIA 3616 COOLIDGE ST 1101 CARMICHAEL RD ST. ANTHONY MN 55418 HUDSON WI 54016 Identification Numbers SITE: Transaction ID No. 274576 Site ID: 183161 Site ID No. 183161 St. Croix County, Town of Glenwood Please refer to both identification numbers, SW1 /4, NE1 /4, S29, T30N, R15W above, in all correspondence with the agency. Facility: Keith Ba Dour Proposed Residence Your Petition for Variance of the code section(s) noted above has been reviewed. The code section petitioned requires that a new mound may not be installed on a slope which is greater than 12 percent per Corn. 83.23(1)(e)1, Wis. Adm. Code. The variance requested is to allow a proposed mound to be installed on a slope of approximately 16 percent. The petitioner submitted a notarized SB -9890 application form including 10 additional page(s) of supporting documents and/or plans. Reviewer's Comments: 1. In reviewing the petition, it was noted that the request is similar to other petitions accepted by this department. 2. Based on the precedent established by the previous petitions, this petition for variance is being processed as permitted by Wisconsin Statute s. 101.02(6)(g), and Comm 3. Departmental Action: CONDITIONAL APPROVAL Conditions of Approval: 1. All of the petitioner's statements included on the variance application form, any other documents submitted to the Department, and all conditions of approval, if any, listed below shall be carried out. This variance is specific to the subject petition and cannot be used for any additional modifications. This decision will become final unless the department within 30 days from the date of this letter receives a written request for a hearing. A request for hearing should be sent to the address shown on this letterhead. A copy of this letter must be included with the request for a hearing. The request for hearing should state the reasons for objecting to the department's decision, because a request for hearing may be denied if it does not present a significant question in fact, law or policy. Note: This approval does not include review of the design and size of the system(s). All other criteria in chapter Comm 83, Wis. Admin. Code, must be met prior to issuance of the sanitary permits by the local authority. I KEITH BADOUR Page 2 11/5/99 i o A copy of the approved plans, specifications and this letter shall be on -site during construction and p en 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 11/04/1999 FEE REQUIRED $ 225.00 FEE RECEIVED $ 225.00 Gerard M. Swim BALANCE DUE $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 785 -9348, Mon. - Fri. 7:15 AM to 4:00 PM jswim @commerce.state.wi.us WiMART code: 7633' c: Dale Hudson PETITION POR VA91ANCE WISCONSIN DEPARTMENT OF OFFICE USE ONLY OF A RULE IN'THE INDUSTRY LABOR AND HUMAN RELATIONS Petition .� WISCONSIN ADMINISTRATIVE CODE DIVISION OF SAFETY & BUILDINGS — um r P.O. BOX 7969, MADISON, WI 53707 Name of Owner Building Occupancy r Use Agent, Architect or Engineering Firm our es•�/n 30 Company Tenant Name, if any Street & No. e,' �q Doc Street & No. Building Location, Street & No. City State & Zip -3 Co ol; � �f �� zr Ct T - 2 - )a/ City Stat & Zip Ci County — Phone Sf �1r1 `jor? A717 s5 'J1 91 ro;x 7/:!5' - 6944-2 7F Phone Plan Number(s) Name of Contact Person �/Z— IF KNOWN � G �� �.fo� 1. Rule of the Wisconsin Adminstrative code cannot be entirely satisfied because: - -rte _er�C-_ ------------------------------------------------------------------ 2. In lieu of complying exactly with the rule, the following alternative is proposed as a means of providing an equivalent degree of safety: ----- ;t-L ----------- :le& ------------ 7%r X -- - -- - -- -- -- (, -- - --- 'S - - --- !`- t/ 3. Supporting arguments are: ECTI ED ----------------------------------------------- - - - --W 5 - -- ------------------------------------------------------------- SAFETY & BLOGS ------------------------------------------------------------------ VERIFICATION BY OWNER - PETITION IS VALID ONLY IF NOTARIZED For Fee Information See ILHR 69.15 or Contact The Department at (608)- 267 -7843 NOTE:. Petitioner must be building owner. Tenants, agents, designers, contractors, attorneys, etc. may not sign petition unless a Power of A ttorney is submitted with the Petition. C / 3 ,4 0 -, k _ , being duly sworn, I state as petitioner; that I have read (NAME of PETITIONER Please type /print) the foregoing petition, that I believe it to be true and I have significant ownership rights in the subject building. �� �• /`� OL OFFICE USE ONLY Signature of owner Date Received Amount Paid Receipt No. Subscribed and sworn tome this date:A'1'-' &' -'4z 1 $ a 1 q 7 5 a-S• e O County, Wisconsin. i Capartment Action Pu Office of The Secretai r" , v Date , JVSScOtI. "�iij My com fission expires: MV S0$ IR. 12/84) i MOUND SYSTEM DESIGN Residential Application INDEX AND TITLE SHEET Project Keith & LuAnn BaDour 3 bedroom residential mound Owner Keith & LuAnn BaDour Address 3616 Coolidge St., NE St. Anthony, MN 55418 o oily Legal Description SW1 /4NE1 /4, Sec.29, T.30N., R.15W. . On' Township Glenwood County t. Croix � DI tY .1OF LOMRe t Gas Lot No. NA V % T ?NO O O � Subdivision Name NA 1 w►slo � Parcel ID Number 016- 1061 -40 coRR � s p0. Plan Transaction Number SE Index and title sheet Page 1 J; Mound calculations Page 2 Mound drawings Page 3 Pres. dist. calcs. and laterals Page 4 TDH and pump tank drawing Page 5 ;. Pump performance curve Page 6 y y Site plan Page 7 Attached soil evaluation report Page 8 Designer Dale Hudson License Number 220853 Signature ��e GzQ, �• �l�r� Phone No. 715 -684 -3378 Date 10/11/99 Notice: Tampering with this file by unauthorized persons is prohibited. Deliberate modification will result in disciplinary action under s. 145.10, Wis. Slats. Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. SBD -lM2 -E (8.05M) 1 Design message(s) to consider Page of 8 r , MOUND SYSTEM DESIGN Complete red boxes as necessary. 1000 gpd maximum design flow. Inch - pounds Metric Residential or commercial? r (r or c) (y or n) Replacement system? Creviced bedrock site? n (y or n) Slope 15 .5 % Slope problem! Wastewater flow rate 450 gpd 1703 Lpd Depth to limiting factor 33 in 83.8 cm In situ soil infiltration rate 0.6 9pd 24.4 Lpd/m` Contour line elevation 99.2 ft 30.24 m Use standard fill depths? x OR Design depth? in cm Place X in box to use standard depths (24 and A +4 inclusive) OR specify design fill depth. Center or end manifold (c or of Hole diameter 0.25 in 0.125, 0.156, 0.188, OZ19, 025, Lateral spacing 0.00 0.281, or 0.313 inch only. ft Use 0 lateral s for trenches. Estimated hole space 5.00 ft Not a final calculation. Number of laterals Pump tank elevation 93 ft Outside bottom of tank. Forcemain length 40.0 ft Forcemain diameter 2.0 in 1.5, 2 3 or 4 inch only. 2.067 in Actual I.D. HOLE DIAMETER CONVERSIONS 1/8 =0.125 1/4=0.250 SYSTEM SOLUTIONS Inch-pounds Metric 5/32=0.156 9/32=0.281 Estimated daily flow 450 gpd 1703 Lpd 3/16=0.188 5/16=0.313 7/32 = 0.219 Absorption cell Design load rate & area 1.2 gpdW 375.0 ft` 34.84 m` Linear loading rate (LLR) 6.00 gpd/ft 74.4 Lpd /m Design width (A) 5.00 ft 1.52 m Cell length (B) 75.0 ft 22.86 m $. Depth of cell (F) 9.5 in 24.1 Jcm Sand filter C Upslope fill depth (D) Rflft in 30.5 cm RO ED Downslope fill depth (E) in 54.1 cm OF COMME E Basal area required (gpd/infiltration rate) 69.68 m DEPARTME INGS Supporting components pi S►GN OF pFE Y Topsoil depth 6.0 in 15.2 c Subsoil depth at center 12.0 in 30.5 NCE Subsoil depth at cell wall 6.0 in 15.2 cm tE COR�ESPO End slope toe length (K) 11.04 ft 3.36 m Up slope toe length (J) 5.70 ft 1.74 m Down slope toe length (1) 20.00 ft 6.10 m Total mound length (L) 97.08 ft 29.59 m Total mound width (W) 30.70 ft 9.36 m Project: Keith $ LuAnn BaDour 3 bedroom residential mound Transaction Number: Page 2 of 8 MOUND PLAN VIEW observation pipes (typical) �J 30.7 ft A= 5.00 ft 1.52 m 9.36 m: :.'::. ;.:::•::•::: A B = 75.0 ft 22.86 m W B J= 5.70 ft 1.74 m I K 1= 20.00 ft 6.10 m K= 11.04 ft 1 3.36m L L _ 97.08 ft 29.59 m typ. obs. pipe (anchored securely) I = down slope dimension = absorption cell (AxB) J = up slope dimension = plowed area (LxW) K = end slope dimension 6° (152 mm) T MOUND CROSS SECTION subsoil cap D = 12.0 in 30.5 cm lateral topsoil H E = 21.3 in 54.1 cm invert 100.70 F= 9.5 In 24.1 cm elev. 30.69 m ::::::::....: JF G = 12.0 in 30.5 cm T ASTM C33 H = 18.0 in 45.7 cm D Sand Fill E sys. 1 100.20 ft y y elev. 1 30.54 m 99.20 ft contour 30.24 m elev. 15.5 % -� slope D = upslope fill depth plowed layer E = downslope fill depth Note: Absorption cell media will consist F = absorption cell depth of aggregate and pipe with laterals G = subsoil + topsoil depth at cell wall centered across AxB media. The cell H = subsoil + topsoil depth at cell center media is covered with geotextile fabric. Designer notes: 1. Prop erty owner must divert runoff from garage roof away from mound site. 2. Site requires that mound system be built in slightly concave cresent shape. 3. Finish grading plan should include cutting drainageway around west end of mound to divert surface water runoff away from mound system and beyond septic tank/pump chamber loacation. Fill should be placed at upper side of mound to facilitate same. 4. Variance need to install mound on slope of 12% on west end of mound, ranging up to 15.5% on east end. Design proposes to construct mound based on 15.5% slope across entire mound, resulting in greater basal area created on lesser slopes. P• . itollct Project: Keith & LuAnn BaDour 3 bedroom residenft2lf Transaction Number. cf p age 3 of 8 Ak . o V R�MtiR ti pit a Z N1S�ON O G SP J y� PRESSURE DISTRIBUTION CALCULATIONS Absorption cell Inch-pounds Metric Width (A) 5 ft 1 1.52 Im Length (13) 75.0 I ft 22.86 m Lateral specifications Number laterals 1 Holes/lateral 15 holes Lateral length (P) 72.33 ft 22.05 m Hole diameter 0.250 in 6.35 mm Lat. dis. rate 17.48 gpm 1.10 Us Sys. dis. rate 17.48 gpm 1.10 Us Hole spacing (X) 62 in 157.5 cm Lateral diameter Pipe diameter Design options Design choice Designer must 1 in (25 mm) Place X in red X' one choice 1 1/4 in (32 mm) box of chosen from the options 1 1/2 in (40 mm) x x diameter. provided. 2 in (50 mm) x 3 in (75 mm) x Manifold diameter Pipe diameter Design options Design choice Designer must 1 in (25 mm) 'X" one choice 1 114 in (32 mm) None required. from the options 1 1/2 in (40 mm) No choice necessary. provided. 2 in (50 mm) 3 in (75 mm) 4 in (100 mm) Distribution system contains: 1 Lateral(s) LATERAL DIAGRAM - END CONNECTION Place correct lateral diagram by clicking in one of the drawings at right and dragging the diagram into this area. Laterals centered over the A & 8 dimension end i cap e P Last hole drkled next to end cap IE X - 3� I Laterals & Force main of PVC Sch 40 Holes drilled on the bottom of the lateral (per COMM Table 84.30 -5) equalig spaced . =permanent end marker Inch-pounds Metric Lateral length (P) 72.33 ft 22.05 m Lateral spacing (S) 0.00 ft 0.00 m Hole spacing (X) 62 in 157.5 cm Manifold length 0 It 0.00 m Hole diameter 0.250 in 6.4 mm Lateral diameter 1.50 in 40 m O !� . �•�' Forcemain diameter 2.00 in 50 m ��tapi'LAY co Project: Keith & LuAnn BaDour 3 bedroom residential mound VkM MERLE Transaction Number. Page 4 of ENj OF QOM gk)I1 p p[:PAR F NtS ►QN 0 pE N�E SEE CO r _ r i TDH and Pump Tank Drawing Total Dynamic Head Operational head 2.50 ft 0.76 m Vertical lift 6.40 ft 1.95 m Are laterals the highest pant in the Friction loss 0.23 ft 0.07 m system? Yes "x" here. L�1� Total dynamic head 1 1 9.13 3 1 1 2.78 m If no what is the highest elevation Dose Volume downstream of pump? C = Dose is > 10 times lateral volume Forcemain drain Lateral void volume 7.6 gal 28.8 L back to tank? ( "x" one) Minimum dose 112.5 gal 425.9 L x Yes Drain back 7.0 gal 26.5 L No Dose volume 11 119.5 1 452.4 11 L Typical Pump Chamber Layout In combination with state approved treatment tank. Tank construction as per Comm 83.20(3) WAC. _ approved manhole cover with T weather proof waning label and locking device 'unction box -a grade levels 1 g disconnect grade levels afters 4" vent pipe electric as per NEC 300 and E-- outlet Comm 16.28 WAC location 19'(46 cm) min. wall of pump L/" approved chamber or outlet joint combination tank A Provide 1/4" weep hole or anti - alarm on siphon device as necessary pump on B Grade levels pump 94.3 ft C - pump tank manhole = 4!'(10 cm) Off elev. 28.7 m minimum above finished grade D - vent =12" (30.5 cm) minimum above finished grade 93.0 Ift Pump tank elevation 3 " (75 mm) of bedding under tank 28.3 1 m bottom of tank Tank manufacturer Wieser Concrete 1000/600 gal. round combination Pump tank capacity 11.82 gal /in Pump tank volume 6021 gal Pump manufacturer JZoeller Inches Gallons Pump model number 153 o A 25.8 305.2 B 2 23.6 Alarm manufacturer LevelArm a) C 10.1 119.5 Alarm model number JDLV p D 153.7 Project: Keith & LuAnn BaDour 3 bedroom residential mount tt© b a Transaction Number: 5 of 8 c:, �►aF � O S � �i:{P.R� A� 11.D1N s=E P DEt�CE roff, . TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE cm EmEmem ■■ ®�c�� ®®mom ®�®m ®mt� ■ ®.C.. �cm MEN ��i�i�itt�i � ®t■�it �ii ■�i® �Cii� r ®® r■� \� MNo� ME ONE 0 ONE MENEM MENEM MENEM I' m MENEM MENEM 0 \ ENNEN� 0 ' LINEN A 0 lie k I qh, MEN 1% 0 - I "I % I f WQ ►rteu„ d Con bola.(` U y ProPQStd �weCC. I �I L .� 7op of Pro po se d f';4 '5Aed F'loon ode/'l! 3 b2droam dcAi: �(eJ: • / /o.zS W "A 67 - ,If- D 303¢ s/o�P �a /worK Sko/� �nSu/a f? 45 ,dtl rwc G ead e a-L, base of �— Pro�Oosed d sEeeL 5604 1 ,X ".Sa. yo P.d. C. I ! i ! I � / I fro ;b;Eed ! I O; S{w-b•nce I Area * 110tc: Aff Cv no . 8.t ./0 �Q�u;�cmenfs ha ve be-' met o,- Qece ed. Aeare sb- / prop l;.�e > ice: n er: 3&1& dmL dye SE• fly Z J 1 3 of Swy nr) s«. , 7 . of G � n%v V, . CfOiX e W4 � O J �\ < \ ice J P� . 70'8 Safety end Buildings ' 2228 ROSE ST LACROSSE WI 54603 -1905 TDD p: (608) 264 -8777 ,��O���j� www.eomme ree.state,wl.us Department of Commerce Tommy G Thompson, Governor Breda J. -Blanchard. Secretary November OS, 1999 ` Post -It" Fax Note 7671 oaf �9 CUST ID No.293360 1 � & I jI4 b From J Co,/Depl. C O BOLDT PLUMBING & HEATING �"" e # ZpNim Ca P"O 820 MAIN ST # F atitool BALDWIN WI 54002 -0 RE: CONDITIONAL APPROVAL :Identificabion.l+�umbers APPROVAL EXPIRES. 11/05/2001 271335 Transa a hon ID No. Site .ID No. 183161 SITE. • 1�es' se,', re£ es 'xabQ'�•,t!#i&ci1•�io�:•?nu�l�. • Site ID 183161 J;a'bwe;in al'cogp#deac'etb`o�agmae... St. Croix County, Town of Glenwood SWIM, NE1 /4, S29, T30N, R15W Facility, Keith BaDour Proposed Residence FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 498339 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: 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 the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stets. A copy of the approvcd 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 pertaits required by the state or the local municipality shall be obtained prior to comunencement of construction installation /operation. Inquiries cor cerning this correspondence may be made to me at the telephone number listed below, or at the address on this letter lead. • DATE RECEIVED 10122/1999 Sincerel Y, FEE REQUIRED $ 180.00 FEE RECEIVED $ 180,00 Cerard M. 5 im BALANCE DUE S 0.00 POWTS Pl Reviewer - Integrated Services (608) -785 -9 48, Mon. - Fri. 7:15 AM to 4:00 PM eo erce.state.wi.us X633 jswim® �• . . I VT/T0 39Vd 0EE6 -58L -809 ZO:ZT 666T /9T /TT 1 � • X • M 5 Safety and - Bulldings 2226 ROSE ST LA CiROSSE WI 54603.1905 TDD #: (608) 264-8777 N visconsin www.commerce.statamims; Department Of Cp mm erce Tommy G. Thompson, Governor Brenda J. Blanchard. Secretary November 05, 1999 OUST Yb No.680222 14TTN•- POWz$ INSPECTOR ZONING OFFICE KEITH BADOUR ST CROIX COUNTY SPIA 3616 COOLIDGE ST 1101 CARMICHAEL RD ST. ANTHONY MN 55418 HUDSON WI 54016 Identifiaalion Nutobers SITE: Transaction ID No. 274576 Site ID: 183161 Site ID No. 183161 St. Croix County, 'Town of Glenwood Tlleaite refer.to bothidentification numbers, S W 1/4, NE 1/4, S29, T30N, R15 W g'!c in atY; cortesppd'ettce watbc tine' tir: Facility: Keith Ba Dour Proposed Residence Your Petition for Variance of the code section(s) noted above has been reviewed. The code section petitioned requires that a new mound may not be installed on a slope which is greater than 12 percent per Com 83,23(1)(e)1, Wis. Adm, Code, The variance requested is to allow a proposed mound to be installed on a slope of approximately 16 percent. The petitioner submitted a notarized SB - 9890 application form including 10 additional page(s) of supporting documents and/or plans. Reviewer's Comments. 1. In reviewing the petition, it was noted that the request is similar to other petitions accepted by this department. 2. Based on the precedent established by the previous petitions, this petition for variance is being processed as permitted by Wisconsin Statute s, 101.02(6)(g), and Comm 3. Departmental Action: CONDITIONAL APPROVAL Conditions of Approval: 1. All of the petitioner's statements included on the variance application form, any other documents submitted to the Department, and all conditions of approval, if any, listed below shall be carried out. This variance is specific to the subject petition and cannot be used for any additional modifications, This decision will become final unless the department within 30 days from the date of this letter receives a written request for a hearing. A request for heating should be sent to the address shown on this letterhead. A copy of this letter must be included with the request for a hearing, The request for hearing, should state the reasons for objecting to the department's decision, because a request for hearing may be denied if it does not present a significant question in fact, law or policy. No[e: This approval does not include review of the design and size of the system(s). All other criteria in chapter Comm 83, Wis, Admin. Code, must be met prior to issuance of the sanitary permits by the local authority. VT/Z0 39t/d 0666 -SBL -809 ZO :ZT 666T /5T /TT . R t KEITH SADOUP Page 2 11/5/99 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 constriction /installation/operation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 11/04/1999 FEE REQUIRED $ 225.00 FEE RECEIVED $ 225.00 Gerard M. Swim . BALANCE DUE $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 785 -9348, Mon. - Fri. 7:15 AM to 4:00 PM jswim@comrnerce.state.wi.us c: Dale Hudson b1/E0 30Vd OEE6 -98L -809 ZO :ZT 6661/9T/TT " — • wmd C� �norK:�,� ����e �rle�cnd cvr�ew qu o Can : T� of Q�epo �'; E'loo. - euvl� 3 bedre�er..r e,�r: E /e�r' •i/o.Z,S �eSide�tG �� Pro ",AS 3v3 D 3a3 �aroyCllc)orK��lop P ✓.�. 6 «,Y�l��� sowers �� rnsts/a�x 9.8 Ptr' i l( ��boF � � eeM�. ai 3gC�)fZ .Sept C. Gro.de.atbaseof' y Ala 9 ed s+etL 7eo.1{e. ate ✓. r /d0�� . . Pao posed � u�%an�( S Co." lJ 416 1jr7 471j. . E- 1 r ree Moir, I � � I A�oh; Ir,Ec d ( D� s4s�rb.►�ce � i I.. — Arta fi i 8x.A rcnaan�3 l�✓C br�A r+�e or' �j�GP1+Ed4t C�L; 4 V, �oO ie. g*w, -rm Gp a+ p�eP��er 6NG� S SE �_7oF0 VT/TT 39Vd OEEG -98L -809 ZO :ZT 6662 /9T/TT PETITION FOR VARIANCE WISCONSIN DEPARTMENT OF. OFFICE USE ONLY OF A MILE IWTHE INDUSTRY, LAB AND HUMAN,R-ELA7IONS . Pet t o 7 WISCONSIN ADMINISTRATIVE CODS DIVISION OF SAFETY & BUILDINGS E—Nurnb9f P.O. SOX 7969, MADISON, WI 53707 Name of Owner Building Occupancy ►Use Agent, Architect or Engineering Firm A V' eS�Gf� yar�� 3 0 Cofipany Tenant None, if any Street & No, Street & No. Building Location, Street & No, City Stet; & Zip 3,6 1 coal; dl L z�6s cr . a�v�w; A),�, s aaZ City Sta't a G County Phone , al ooh s�• cf^m s - g -_?37 Phone Plan Numberls Name o1 Contact Parson �IZ-- 75- � IF KNOWN � A ►e► GtOLse��� 1. Rule o �� -- (C of the Wisconsin Adrhinstrative code cannot be entirely satisfied because: �lZGL2 --- � - -C - --- `10 �ra -------- - - - --- 2. l n lieu of complying exactly with the rule, the following alternative is proposed as a means of providing an equivalent degree of safety: aC 5'r� r_�P /�•��o __�'�o�� - G7Cfoss - �/� /1i i'�?v_u!?� �es�1f ...g_� r- G? �_- 3. Supporting arguments are: RECEIVED -- - -__-- ----------------------- .---------------------- - -�- -- SAFETY & KOWDIV - ° ° BY OWNER - 'PETITION IS VALID ONLY IF NOTARIZED For Fee Information See ILHR 69.15 or Contact The Department at (608)•267.7843 NOTE:. Petitioner must be, building owner, Tenants, agents, designers, contractors, attorneys, etc, may not sign petition unless a Power of Attorney is submitted with the Petition. 13 A 0 o u k being duly. sworn, 1 state as petitioner; that I have read (NAME of PETITIONER Please type /print) the foregoing petition, that I believe it to be true and 1 have significant ownership rights in the subject building. GkCJ'�-'� OFFICE USE ONLY Signature of Owner % /.,, Date- Received • Amount Paid Receipt No, Subscribed and sworn to me this date: " Cwnt1, Wiscanaim :Mrtment Action do - 4Z rltPdeI+P4bi Y J L ` Office of The Secretary Oate N1y CO SSIOn exp eny ( :nmmioein� � .�' • �,r" VT /b0 39Vd OEEG —SBL -809 ZO :ZT 666T/9T/TT MOUND SYSTEM DESIGN. ResidenVa/ Applicat/on INDEX AND TITLE SHEET Project Keith & LuAnn BaDour 3 bedroom residential. mound Owner Keith & LuAnn BaDour Address 3816 Coolidge St., N E St, Anthony, MN 55418 P.o • Legal Description SW1 /4NE1 /4, Sec.29, T.30N., R.15W. Q1� 0 0 D T le ownship Glenwood County St. Croix F�F %. M j aF IoM ti>� Subdivision Name NA Lot No_ 06 ty O 1v1s E Parcel ID Number 016 - 1061 -40 CO Plan Transaction Number SEE Index and title sheet Page 1' '�,: Mound calculations Page 2 Mound drawings Page 3 I " T Pres. disc. calcs, and laterals Page 4 1 .. 99 TDH and pump tank drawing Page 5 SAF M1 a - . Pump performance curve Page 6 Site plan Page 7 Attached soil evaluation tE 2n Paige 8 Designer Dale Hudson License Number 220853 Signature A-z- Phone No. 715. 684 -3378 Date 10/11/99 Notice: Tarnpering with this Me by unaudwrized persons Is prohibited. Dellberate modirlaadoh will result In disciplinary action under :.166.10, Ms. Stats. Persona mrmnation you Provide meyy be used for secaWary purposes [Pftry LAW. s.16.04 (1 xm)]. S13D. 10462 -E (FLOWN) 1 Design message(s) to consider Page of 8 bT/5F1 �cJt�d 0666 -58L -809 ZO:ZT 666T/ST /TT MOUND SYSTEM DESIGN Complete red boxes as necessary. 1000 gpd maximum design flow. Inch - pounds Metric Residential or commercial? r (r or c) (y or n) t.J Replacement system? Creviced bedrock site? n (y or n) Slope 15.5 % Slope problem) Wastewater flow rate 1 450 gpd 1703 Lpd Depth to limiting factor 33 in 83.8 cm In situ soil infiltration rate 0.6 91d /fe 24.4 Lpd/m` Contour line elevation 88.2 ft 30.24 m Use standard fill depths? x OR Design depth in cm Place X In box to use standard depths (24 and A44 inclusive) OR apathy design OY depth. Center or end manifold a (C or e) Hole diameter 0.25 in o•1zs, o.1sa, o.,ee, 0.819, o zS ,' 0.2 ft Use O lateral spa cing for trenches. 81 • or 0.313 Inch only. Lateral spacing ft >� �� • Estimated hole space 5.00 ft Not a final calculation. Number of laterals Pump tank elevation 95 ft Outside bottom of lank. Foroemain length 40.0 ft Forcemain diameter 2.0 in 1.5, 2, 3 or 4lnca only, 2.06.7 in Actual I.D. HOLE DIAMETER CONVERSIONS 1/8 - 0.125 1/4 = 0.250 SYSTEM SOLUTIONS Inch-pounds Metric SW = 0.156 SW Estimated daily flew 450 gpd I 1703 Lpd 3116 =0.108 5/16 .-0.313 7/32 - 0219 Absorption cell Design load rate & area 1.2 9P W 375.0 W 34.84 m` Linear loading rate (LLR) 6.00 gpd/ft 74.4 Lpd/m Design width (A) 5.00 ft 1.52 m Cell length (8) 75.0 ft 22.86 m p Depth of cell (F) 8.5 in 24,1 crn Con ti nally Sand filter Upslope fill depth (D) 12.0 in 30.5 crri Downskope fit depth (E) 21.3 in 54.1 cr P � Basal area required (gpolnfiltration rate) 750.0 ft 69 '' rri VEPOT of eoMM iNdS.....:�; Supporting components p 510" OF Topsoil depth 6.0 in 15.2 Subsoil depth at center 12.0 in 30.5 EE CORRESPO. NCE Subsoil depth at cell wall 6.0 in 15.2 cm End slope toe length (K) 11.04 ft 3.36 m Up slope toe length (J) 5.70 ft 1.74 m Down slope toe length (1) 20.00 ft 6.10 m Total mound length (L) 97.08 ft 29.59 m Total mound width (W) 30.70 ft 9.36 m Project: Keith & LuAnn BaDour 3 bi ddroom residential mound Transaction Number. Page 2 of 8 VT/90 3nVJ 0EE6 -96L -809 ZO :ZT 666T /9T /TT MOUND PLAN VIEW dmmfion pipes (typical) J 30.7 ft A = 5.00 ft 1.52 m A� 9.36 m B = 75.0 ft 22 -86 m W J •• B • 5.70 ft 1.74 m I K 1 = 20.00 ft 6.10 m K = 11.04 ft 3.36 L _ M 2 9 . 59 ft m typ- obs• pipe (anc hams sec I = down slope dimension [' = absorption cell (AxB) J = up slope dimension =plowed area (LxW) K = and slope dimension 6" (152 mm) MOUND CROSS SECTION H subsoil cap D = 12.0 in 30.5 cm lateral topsoil G E = 21.3 In 541 Cm invert 100.70 ft __ _ - - - -- F = 9.5 In 24.1 cm elev. 1 30.69 m ` T FF G = 12.0 in 30.5 cm ASTM C33 H = 18.0 in 45.7 cm D Sand FN E Sys. 100.20 ft y e 30,641m 99.20 ft contour 30.24 rn elev. 15.5 % -� slope D = upslope fill depth plowed layer E = downsiope fill depth Note: Absorption cob media voll consist F = absorption cell depth or aggregate and pipe with laterals G = subsoil + topsoil depth at cell wall centered across Axe media. The cell H = subsoil + topsoil depth at cell center media Is covered wllh geotextile fabric. Designer notes: 1- P roperty owner must divert runoff from % arms roof away from maraud site. 2 - Site requites *fAd mound'system be built in slightly concave cresent,'shWie• ^� 3_ Finish grading plan should include cutting drainagew®y around uiiest nd of mound to divert surface Water runoff away from mound system and beyond septic tanWpump chamber loscation. Fill should be pla0ed at upper side of mound to facilitate same. 4. Variance need to install mound on slope of 12% on west end of mound, ranging up to 15.5% on east -en- . Design proposes to eonstnict mound based on 15.5% slope across entire mound, resulting in greater basal area created on lesser sl opes. ri Project: Keith & LuAnn BaDour 3 bedroom resider I �� D Transaction Number Page 3 of 8 EN'I SI,ON N� Nt✓� SE ORR ESP E C b11L0 39Vd OEES -9BL -809 ZO:ZZ 666Z/91 /T1 PRESSURE DISTRIBUTION CALCULATIONS Absorption cell Inch-pounds Metric Width (A) 1 5 ft 1.52 m Length (8) 75.0 ft 22.86 Im L ateral specifications Number laterals 1 Holes/lateral 15 holes Lateral length (P) 72.33 ft 22.05 m Hole diameter 0.250 in 6.35 mm Lat. dis. rate 17.48 gpm 1.10 Vs Sys. dis. rate 17.48 l gpm 1.10 Us Hole spacing (X) 62 1 157.5 cm Lateral diameter Pipe diameter Design options Des" choice Designer must 1 in (25 mm) Place X in red "X" one choice 1 114 in (32 mm) box of chosen from the options I la in (40 mm) x x diameter. provided. 2 in (50 mm) IC 3 in (75 mm) X Manifold diameter Podl meter oeeipnoprions Desomaws Designer must 1 in (25 mm) ..� "X" one choice 1 1/4 in (32 mm) None required. from the options 1 l in (40 mm) No choice necessary. provided, 2 In (50 mm) 3 in (75 mm) 4 in (100 mm) Distribution system contains 1 Laterai(s). LATERAL. DIAGRAM - END CONNECTION Place correct lateral diagram by clicking In one of the drawings at right and dragging the diagram into this area, Lat4rab eentwed aver the A & 8 dimension erd P • Last hole drilled nest to end cap IF X — �I Laterals h fore main df PVC Sch 40 Hales drilled on the bottom of the lateral (per COMM TaNe 84.30.61 e Vko% s pap ed . • e.permanerK Inch-pounds Metric Lateral length (P) 72.33 ft 22.05 m Lateral spacing (S) 0.00 ft 0.00 m Hole spacing (X) 62 in 157.5 cm Manifold length 0 ft 0.00 m Hole diameter 0.250 In B.4 mm Lateral diameter J 1.50 in 40 m mp O N.t.s- Forcemain diameter 2 -00 in SO r' •Orally � Project: Keith 8a LuAnn BaDour 3 bedroom residential mound D R • Transaction Number. Page 4 of ENS p f W�t�ptNp D�pAR� �f,S10N DE NGE E CO SE VT/80 39Vd 0666 -58L -809 ZO :ZZ 666T/ST/TT TDH and Pump Tank Drawing Total Dynamic Head Operational head 2.50 ft 0.76 m Vertical lift 6.40 ft 1.95 m Are laterals the high�e6t print in the Friction IvSS 0.23 ft 0.07 m sydtem ?Tres ~x here. Total dynamic head 9.13 2.78 m It no, what is the highe6t ekakration Dose Volume daanstream d purnp? Dose is > 10 times lateral volume Foroemain drain Lateral void volume 7.6 gal M L back to tank? Px' o ne) Minimum dose 112.5 gal L x Yes Drain back 7.0 gal L �No Dose volume 119.5 at Typical Pump Chamber Layout In combination with date approved treatment tank: Tank'oonstruction;as. °per Comm 83.20(3)..WAC. approved manhole cam with 71t Weet}igr prcd ova nhV IW and locking damwice J urrctbrt box disconnect te+�els allemaite 4" Went pipe dacEric as per NEC 300 and :: E �# camm 16.2a W Iocatice 18" (46 cm) min. well d pump L-- approved cltanber or a" joint eerr6ination rank A Provide 1/4" weary hole or anti - alarm on siphon device as necessary pump on B C I Grade levels pump 94.3 ft - pump tank manhole = W'(1 0 cm) off elev. 26.7 m rnhmArn above finished grade D - vent = 12" (30.5 urn) minimum WxW IIMMW grade 93.0 ft Pump tw* ekmdion 3" r/5 rrrrr) aF beddr>8 under tank " .,a x.28.1- m. •.W it- O tank Tank manufacturer e 1000/600 gal. roun . combination Pump tank capacity R82 lfin Pump tank volume MMI Pump manufacturer oeller Inches Gallons Pump model number c A 25.8 305.2 'E B 2 23.6 Alarm manufacturer Lev C 10.1 119.5 Alarm model number JDLV A D 153. P. o ria y Project: Keith & LuAnn BaDour 3 bedroom residential mounto al Transaction Number. 5 of 8 P �of to E0 -11465 1v1510N P ENCE G SSIE b1/60 39bd OEE6 -9BL -809 ZO :ZL 666Z19Zflt HEAD /CAPACITY CURVE EFFLUENT and DEWATERING WARNING; Model 18514185 should not be subjected to less than 30 feet TDH, TOTAL DYNAMIC HEADICAPACITY PER MINUTE W IL{ 1 Ir 9 11■ 11114111 NIa1 ■1 145041 1 f 1"0418 FT. a 1 1 M Lia . tl■1. u I a tw. M OIL W e 1, '• La■ 114L • La9 '04 k; hA ' Lii■r: SAL A■a (w. US. off, ►w.. 6.L La9. *a w< am. 'lp< 14 1 Lu 1 5.5 @ " :! .h■ a 16) n m n ;tom !! _ 3'W- 1■{ ime '#I '. M' {I pt 51 no H! W. 1■{ . W w , t 42 ,• +1a N •' 2S L7' 71 1q ■, 2!t is "ili . w i It 1w ;a7/., N •' J11 sl >♦7t !1 an 111 W' In 1/7> @ 6771.: 13 {! 11 a M 1 M a N ' 41 v III 'F r ' 1.1■ ZJ ' ■ 7 11 ZI 19 H I# 13 :•7141: ■7 •i1y; o': �.• ` I! .721 11 a0' 111 ■11: 111 ,{2■;} of � 40 13 zs T 17, 1 111 a : 7/ ;*A , u > ' yi I> 7 Y a9 . III : 41W ID 1■1" a #Iri I k id1 !i i.Z41 as : M' i .I' I4 of to ° y1L. on Ill: 111 : W : 177 •M■1` a $ 0 •:,LI■ ..�s. 7■ i•a1113' So �1t ! ^. a • •s.1 1! '•Nl a ' �; to .b1,. 1t1 £N K IN 12 w ''I'� 71 .i■4. !! ;: .... ■1 191 A call N Aw w f{1�• 1■1 r 0.0 a S,9 N 1■1i 'a ' ,e 1T.iv a x•:111' IS 706 {■ AJ rt :.gN% u !kof.q. 1! 12 f■ Nil f ti ?'`. •M 'Jlfl IS ,•7■ !f ' q7' !1 i 10 3 1{ if 36 191 .■° "� .': w ,';: w :$$A a 178r as sew r '7A a MrR1 11 1■ . 7TA `F (: £ !7 /!I; 7 .:. 1r - 7ilpa 11 ISS 34-- n1 'So �••. go 11 1i 32 105 17■ :£, > ±:. : ...r N .,� A.e1■.1. 21; lr pxy tr >N r i w. it 72 nr n' tlr /ir 100 30 95 28 90 186. 26 85 4186 16$, 24 4165 75 0 22 aw 70 x v 20 65 a 18 e0 163, 4163 189, 55 4189 w 16 50 14 45 12 40 14 189, 35 4140 4188 IL 10 30 ``wwee 8 25 137.13 41885 IL 6 p.�•v'�-T ' , z0 ,r����On cp v� o gRCE 4- - 15 ppR ,� 31 0 kill oEpp� r 2 S10M QF � 5 kk C N 0 43 48 57.59 9e 4 1 6 1, 61 P US. GALLONS 10 0 30 401 50 601 70 80 90 100 110 120 1 0.140 1150 160 LITERS g0, 160 240 320 400 460 5'60' 640 0 _ FL W PER MINUTE W 9922 a%figg,0i9f, M;A. � � Note; For Head Capacity on Model 112, industrial column - explosion, pr000f pump, see FMO219, P Y ., VT/OT 39Vd 0666 -98L -809 ZO :ZT 666T /9T /TT Safety and Buildings 2226 ROSE ST LA CROSSE WI 54603 -1905 TDD #: (608) 264 -8777 N *isconsin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary November 05, 1999 CUST ID No.283360 ATTN: POWTS INSPECTOR ZONING OFFICE BOLDT PLUMBING & HEATING ST CROIX COUNTY SPIA 820 MAIN ST 1101 CARMICHAEL RD BALDWIN WI 54002 -0 HUDSON WI 54016 RE: CONDITIONAL APPROVAL APPROVAL EXPIRES: 11/05/2001 Identification Numbers Transaction ID No. 271335 Site ID No. 183161 SITE• Please refer to both identification numbers, Site ID: 183161 above, in all correspondence with the agency. St. Croix County, Town of Glenwood SW1 /4, NEIA, S29, T30N, R15W Facility: Keith BaDour Proposed Residence FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 498339 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • 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. • 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 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 10/22/1999 V�( FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 erard M. Swim BALANCE DUE $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 785 -9348, Mon. - Fri. 7:15 AM to 4:00 PM jswim @commerce.state.wi.us WSMART code: 7633 Safety and Buildings 2226 ROSE ST LACROSSE WI 54603 -1905 TDD M (608) 264 -8777 N sconsin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary November 05, 1999 CUST ID No.680222 ATTN: POWTS INSPECTOR ZONING OFFICE KEITH BADOUR ST CROIX COUNTY SPIA 3616 COOLIDGE ST 1101 CARMICHAEL RD ST. ANTHONY MN 55418 HUDSON WI 54016 Identification Numbers SITE: Transaction ID No. 274576 Site ID: 183161 Site ID No. 183161 St. Croix County, Town of Glenwood Please refer to both identification numbers, SW1 /4; NE1 /4, S29, T30N, R15W above, in all correspondence with the agency. Facility: Keith Ba Dour Proposed Residence Your Petition for Variance of the code section noted below has been reviewed. The code section petitioned requires that a new mound may not be installed on a slope which is greater than 12 percent per Com 83.23(1)(e)1, Wis. Adm. Code. The variance requested is to allow a proposed mound to be installed on a slope of approximately 16 percent. The petitioner submitted a notarized SB -9890 application form including 10 additional page(s) of supporting documents and/or plans. Reviewer's Comments: 1. In reviewing the petition, w i o other petitions accepted b this g e pe hon, it as noted that the request is similar t o e p p y department. p 2. Based on the precedent established by the previous petitions, this petition for variance is being processed as permitted by Wisconsin Statute s. 101.02(6)(g), and Comm 3. Departmental Action: CONDITIONAL APPROVAL Conditions of Approval: 1. All of the petitioner's statements included on the variance application form, any other documents submitted to the Department, and all conditions of approval, if any, listed below shall be carried out. This variance is specific ,'to the subject petition and cannot be used for any additional modifications. This decision will become final unless the department within 30 days from the date of this letter receives a written request for a, hearing. A request for hearing should be sent to the address shown on this letterhead. A copy of this letter must be included with the request for a hearing. The request for hearing should state the reasons for objecting to the department's decision, because a request for hearing may be denied if it does not present a significant question in fact, law or policy. Note: This approval does not include review of the design and size of the system(s). All other criteria in chapter Comm 83, Wis. Admin. Code, must be met prior to issuance of the sanitary permits by the local authority. ' KEITH BADOUR Page 2 11/5/99 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 11/04/1999 ` FEE REQUIRED $ 225.00 FEE RECEIVED $ 225.00 &erardM. Swim BALANCE DUE $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 785 -9348, Mon. - Fri. 7:15 AM to 4:00 PM jswim @commerce.state.wi.us WSMART code: 7633 c: Dale Hudson MOUND SYSTEM DESIGN Residential Application INDEX AND TITLE SHEET Project Keith & LuAnn BaDour 3 bedroom residential mound Owner Keith & LuAnn BaDour Address 3616 Coolidge St., NE St. Anthony, MN 55418 Legal Description SW1 /4NE1/4, Sec.29, T.30N., R.15W. Township Glenwood County St. Croix Subdivision Name NA Lot No. NA Parcel ID Number 016 - 1061 -40 Plan Transaction Number Index and title sheet Page 1 Mound calculations Page 2 Mound drawings Page 3 Pres. dist. caics. and laterals Page 4 °)p r ''' °•'' aT "' TDH and pump tank drawing Page 5 Pump performance curve Page 6 Site plan Page 7 Attached soil evaluation report Page 8 Designer Dale Hudson License Number 220853 Signature / � T Phone No. 715 -684 -3378 Date 10/11/99 Notice: Tampering with this file by unauthorized persons Is prohibited. Deliberate modification will result in disciplinary action under s. 145.10, Wis. Slats. Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). SBD -1W2 -E (8.05M) 1 Design message(s) to consider Page 1 of 8 y , MOUND SYSTEM DESIGN Complete red boxes as necessary. 1000 gpd maximum design flow. Inch- pounds Metric Residential or commercial? r (r or c) (y or n) Replacement system? Creviced bedrock site? n (y or n) Slope 15.5 % Slope problem! Wastewater flow rate 450 gpd 1703 Lpd Depth to limiting factor 33 in 83.8 cm In situ soil infiltration rate 0.6 gpd/ft 24.4 Lpd /m` Contour line elevation 99.2 ft 30.24 m Use standard fill depths? x OR Design depth? in cm Place X in box to use standard depths (24 and A +4 inclusive) OR specify design rill depth. Center or end manifold (c or e) Hole diameter 0.25 in 0.121, o 0.188, o 0.21, 0.281. or r 0.3 0.313 inch only. Lateral spacing 0.00 ft Use 0 lateral spacing for trenches. Estimated hole space 5.00 ft Not a final calculation. Number of laterals Pump tank elevation 93 ft Outside bottom of tank. Forcemain length 40.0 ft Forcemain diameter 2.0 in 1.5, 2, 3 or 4 inch only. 2.067 in Actual I. D. HOLE DIAMETER CONVERSIONS 1/8 = 0.125 1/4 = 0.250 SYSTEM SOLUTIONS Inch-pounds Metric 5/32=0.156 9/32=0.281 Estimated daily flow 450 gpd 1703 Lpd 3116=0188 5116=0.313 7132 = 0.219 Absorption cell Design load rate & area 1.2 gpdhY 375.0 ft` 34.84 m Linear loading rate (LLR) 6.00 gpd /ft 74.4 Lpd /m Design width (A) 5.00 ft 1.52 m Cell length (B) 75.0 ft 22.86 m Depth of cell (F) 9.5 in 24.1 cm Sand filter Upslope fill depth (D) 12.0 in 30.5 cm Downslope fill depth (E) 21.3 in 54.1 cm Basal area required (gpd/infiltration rate) 750.0 ft 69.68 m Supporting components Topsoil depth 6.0 in 15.2 cm Subsoil depth at center 12.0 in 30.5 cm Subsoil depth at cell wall 6.0 in 15.2 cm End slope toe length (K) 11.04 ft 3.36 m Up slope toe length (J) 5.70 ft 1.74 m Down slope toe length (1) 20.00 ft 6.10 m Total mound length (L) 97.08 ft 29.59 m Total mound width (W) 30.70 ft 9.36 m Project: Keith 8r LuAnn BaDour 3 bedroom residential mound Transaction Number: Page 2 of 8 MOUND PLAN VIEW observation pipes (typical) �J 1 30.7 ft A = 5.00 ft 1.52 m 9.36 m A B = 75.0 ft 22.86 m W - 13 J= 5.70 ft 1.74 m I K I= 20.00 ft 6.10 m K= 11.04ft 3.36m L _ 97.08 ft 29.59 m typ. obs. pipe (anchored securely) I = down slope dimension = absorption cell (AxB) J = up slope dimension = plowed area (LxW) K = end slope dimension s" (152 mm) T MOUND CROSS SECTION D = 12.0 in 30.5 cm lateral topsoil H subsoil cap E = 21.3 in 54.1 cm invert 1 100.70 ift = - 9.5 in 24.1 cm elev. 1 30.69 J m : JF G = 12.0 in 30.5 cm T ASTM C33 H = 18.0 in 45.7 cm D Sand Fill E Sys. 1 100.20 ft y y elev. 1 30.54 m 99.20 ft contour 30.24 m elev. 15.5 % -� slope D = upslope fill depth plowed layer E = downslope fill depth Note: Absorption cell media will consist F = absorption cell depth of aggregate and pipe with laterals G + - subsoil topsoil depth at cell wall centered across AxB media. The cell H = subsoil + topsoil depth at cell center media is covered with geotextile fabric. Designer notes: 1. Prop erty owner must divert runoff from garage roof away from mound site. 2. Site requires that mound system be built in slightly concave cresent shape. 3. Finish grading plan should include cutting drainageway around west end of mound to divert surface water runoff away from mound system and beyond septic tank/pump chamber loacation. Fill should be placed at upper side of mound to facilitate same. 4. Variance need to install mound on slope of 12% on west end of mound, ranging up to 15.5% on east end. Design proposes to construct mound based on 15.5% slope across entire mound, resulting in greater basal area created on lesser slopes. Project: Keith & LuAnn BaDour 3 bedroom residential mound Transaction Number. Page 3 of 8 PRESSURE DISTRIBUTION CALCULATIONS Absorption cell Inch-pounds Metric Width (A) 5 ft 1 1.52 Irn Length (B) 75.0 I ft 22.86 m Lateral specifications Number laterals 1 Holesilateral 15 holes Lateral length (P) 72.33 ft 22.05 m Hole diameter 0.250 in 6.35 mm Lat. dis. rate 17.48 Igpm 1.10 Us Sys. dis. rate 17.48 Jgprn 1.10 Us Hole spacing (X) 62 lin 157.5 cm Lateral diameter Pipe diameter Design options Design choice Designer must 1 in (25 mm) Place X in red 'X" one choice 1 1/4 in (32 mm) box of chosen from the options 1 1/2 in (40 mm) x x diameter. provided. 2 in (50 mm) x 3 in (75 mm) X Manifold diameter Pipe diameter Design options Design choice Designer must 1 in (25 mm) X' one choice 1 1/4 in (32 mm) None required. from the options 1 1/2 in (40 mm) No choice necessary. provided. 2 in (50 mm) 3 in (75 mm) 4 in 100 mm Distribution system contains: 1 Lateral(s) LATERAL DIAGRAM - END CONNECTION Place correct lateral diagram by clicking in one of the drawings at right and dragging the diagram into this area. Laterals centered over the A & B dimension end l cap f P Last hole drilled next to end cap If X�I Laterals & force main of PVC Sch 40 Holes drilled on the bottom of the lateral (per COMM Table 84.30 -5) equally spaced • =permanent end marker Inch-pounds Metric Lateral length (P) 72.33 ft 22.05 m Lateral spacing (S) 0.00 ft 0.00 m Hole spacing (X) 62 in 157.5 cm Manifold length 0 ft 0.00 m Hole diameter 0.250 in 6.4 mm Lateral diameter 1.50 in 40 mm Forcemain diameter 2.00 lin 50 I mm Project: Keith & LuAnn BaDour 3 bedroom residential mound Transaction Number. Page 4 of 8 TDH and Pump Tank Drawing Total Dynamic Head Operational head 2.50 ft Mm m Vertical lift 6.40 ft m Are laterals the highest point in the Friction loss 0.23 ft m system? Yes "X" here. Total dynamic head 9.13 ft If no what is the highest elevation Dose Volume downstream of pump? Dose is > 10 times lateral volume Forcemain drain Lateral void volume 7.6 gal 28.8 L back to tank? ( "x" one) Minimum dose 112.5 gal 425.9 L x Yes Drain back 7.0 gal 26.5 L No Dose volume 119.5 gal 452.4 1 L Typical Pump Chamber Layout In combination with state approved treatment tank. Tank construction as per Comm 83.20(3) WAC. _ approved manhole cover with T weather proof warning label and locking device grade levels junction box disconnect grade levels alternate 4" vent pipe electric as per NEC 300 and E— outlet Comm 16.28 WAC location 18" (46 cm) min. wall of pump k- approved chamber or = outlet joint �! combination tank f7 A Provide 1/4" weep hole or anti - alarm on siphon device as necessary pump on B Grade levels pump 94.3 ft C - pump tank manhole = N'(10 cm) off elev. 28.7 m minimum above finished grade D - vent = 12" (30.5 cm) minimum IF above finished grade 93.0 ft Pump tank elevation 3 " (75 mm) of bedding under tank 28.3 m bottom of tank Tank manufacturer Wieser Concrete 1000/600 gal. round combination Pump tank capacity 11.82 gal /in Pump tank volume 602 gal Pump manufacturer JZoeller Inches Gallons Pump model number 153 0 A 25.8 305.2 '0 B 2 23.6 Alarm manufacturer LevelArm C 10.1 119.5 Alarm model number DLV p D 13 153.7 Project: Keith & LuAnn BaDour 3 bedroom residential mound Transaction Number: Page 5 of 8 A w HEADICAPACITY CURVE EFFLUENT and DEWATERING WARNING: Model 18514185 should not be subjected to less than 30 feet TDH. TOTAL DYNAMIC HEADICAPACITY PER MINUTE N IX SiSS W 1+1 SERIES 43 44 3759 91 117.119 14014140 16114161 1634163 16SI4165 11514115 11614186 1111414! 11914119 111 '+- 77. M. Gal Lira, Gal. L9s. Gal. Lks Gal. Us Gal.. L9a Gal. L9s Gal. L9a Gal. Lbw Gal. Llm Gal. LOS. Gal. Law. Gal. Lks. Gal. Lbs Gal : Lb 140-- 5 1.52 16.S 42 , 21 106 43 163 72 273 91 352 14 356 106 401 61 23t 61 211 fl 220 155 111 1S$ 6p 45 42 10 2.06 132 f0 . 23 11 34 129 61 2H 79 300 90 341 100 311 61 111 61 231 S6 220 114 NO iS1 itt : 45 110. 135— 1 S 4.11 IA 13 19 11 43 110 M 1 4 1 81 114 91 60 W 60 17 51 220 172 447 US 45 Ili 20 110 2.5 9 7 11 25 19 36 136 71 '276. 12 310 59 223 60 221 54 220 136 $15 140 Sm 45 171.. 40 130— 25 r.i2 1 71 63 93S 74 280 57 21$ 39 223 5e 226 121 484 133 :10 45 171 30 9.14 51 let 65 446. SS M6. SO 220 90 340 58 228. 121 461 127 461.: 45 ;,11o: 40 17.19 30 111: 46 174 46 .. .112 SS 286 75 .281 so no 105 mt 114 431: 45 179 36 —125 SO ts27 21 80 33 c125 51 111 58 219 sl 220 10 341 100 #0 45 ire' 60 1629 a $1' a 111 36 IN 51 210 71 '210 IS 32. 45 Alf, 120-- 70 21.34 30 114 10 31 52 111 51 197 70 :266' 45 Ali ;, 36 191 10 24.38 a 5, a 17e 2e 106 s. 2a 45 111 1 1 >0 77A7 32 121 2 1 37 140 45 : Ili, 100 30.46 16 66 21 H 40 ASI 's 34 110 1zoo 7 26 1 114 1 1 0 121 36-51 20 7t:< 32 105 130 'mu LocY Wlva: zt.f 21 1925• 2Y 26' 46' K' K• Or 73 115• 91' 111 1]r 100 30 95 28 90 186, 26 85 4186 165, 24- 80 4165 75 22-- 70 X P 20 65 0 18 60 163, J 4163 189, < 55 4189 0 r 16 50 14 - 45 12 40 140, 188, 35 4140 4188 10 30 137, 1135, 8 25 139 4185 6 20 15 4 2 5— 43 48 53, 5 161, 0 57,59 98 4161 U.S. GALLONS 10 1 01 30 401 50 60 70 80 1 90 100 110 120 I 140 30 150 160 LITERS JliO. 160 240 320 400 480 560 640 0 FL W PER MINUTE 009922 Note: For Head Capacity on Model 112, industrial column - explosion pr000f pump, see FMO219. o 8 ♦ s p (o ,28 65 C 'o. Navy G .. Ica Qe : l 4 �l • Wood CeA M rK; ng ew4 Ineurtd Corrboc�.!` (/ t' Propostal I v i� w A jcrn : T of P�opo sQd �'; •� ��� cd 000,- of overhead 3 b�d rdam dcc/ e(el • / /O.,ZS I`e•s ;dertCe. - /�Xi,S�,' n </"ASTN. D 3033( ' S � IOISP �ar4loorKSl.oJo tnSu/a�e 45tl�aei' l; I ( �rooF ~ � � G road 2 ocL base of Prop osec( Jwoltoovqi.( �IaS�ed 5E¢eL 56af(c E►QJ - /oo.cb' co n L;n af•bh I �s.k. Flo P.d.C:. I r Farce mcowl I / I I � I Prohi bike d l I D; S�.urb:nce I I Area - X - Ylotc: Alt ('V nnq. 82 ./4 �'e�u;rcmenf s Ma 6ea,i met vr• Aeare3k- > /cm, n4tr: 7f����`,Lu �a •Dbur 36116 56, Ile 5t-• /En*(,ony � ,L1JCGzOn SE. Cfoi r e'0., W1. P�. 7os^8 wisconsin Department of Commerce ITE EVAL Page 1 of 3 ". ex.; rY-�r m 83.05, Wo. Adm. Code Attach complete site plan on paper not less % la n must county Include, loaf "not tirMed to ,v_ dcai and horizontal referenca point (f3tut), dkecdon and - percent slope: scale or dlmemslons, north arrow, and location and distance to nearest road. S Croix Parcel I.D.# 01 6- 106140 . APPLICANT INFORMATION - Please print all lnfonnation. Reviewed By Date Personal Infamatien you Wovtde may be used for asoondwy Puma (PrWcy Law, s. 15.04 (1) (m)). Property Owner Property Location BaDour Keith & Luann Govt Lot SW 14 NE 1/4 S 29 T 30 N.R 15 W Property Owner's Mailing Address Lot # Mck iY 1 S - tii Name or CSM# 3616 Coolici a St NE ' Ply St. Anthony, MN State Zip Code PhoneNumber El City El Village ®Town Nearest Road 55418 612 -789 -1508 1 Glenwood I CTHW G ® New Construction Use: ® Residential / Number of bedrooms 3 QAdditon to existing building Replacement E] Public or commercial describe Code Derived daily flow 450 gpd Recommended design loading rate .5 bed, gpd/ft' .6 trench, gpd/ft' Absorption area required 900 bed, ft' 750 trench, ft' Maximum design loading rate .5 bed, gpolfi' .6 trench, gpd/fF Recommended infiltration surface elevations) 100.0 . ft (as referred to site plan benchmark) Additional design / site eonsiderationsi 5' x 75' rock bed mound on 99.0 as upslope edge of rock w/ 1' sand fill; Variance n Parent material loess over sandstone Flood plain elevation, if app licable NA ft S= Suitable for system Conventional Mound In Ground Pressure AT System in Fi;l Holding Tank U= Unsuitable for system 0S ED U ® S❑ U Q S ®U ❑ S® U ❑ S iJ :1 I ❑ S E U • SOIL DESCRIPTION REPORT Boring# Horizon Depth Dominant Color Mottles Structure GPD/ft' in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz nsisten Boundary Roots Bed Trench ;j- 1 0 -9 10YR 3/3 - sil 2 m cr mvfr cs 1 f/m .5 6 2 9 - IOYR 4/4 sil 2 m sbk mvfr gs 1f 5 6 Ground 3 17 -33 10YR 4/4 - A 3 m sbk mfr cw if .5 .6 elev 96.5 It 4 33 -58 7.5YR 4/6 c2d 7.5YR 5/2 scl 0 m mfr - - NP .2 Depth to F , ti ii kt �q limiting factor 33' . Remarks: 3 , .f Z 1 0 -4 l OYR 3/3 - sil 2 m cr mvfr cs 2f I m .5 .6 #n 2� A 2 4 -7 10YR 3/3 - sil 2 f sbk mvfr cs 1 f/m .5 .6 Ground 3 7 -18 IOYR 4/4 - sl 2 m sbk mvfr gs If .5 . elev 99.3 It 4 18 -35 7.5YR 4/6 - A 2 m sbk mvfr as 1 f .5 .6 Depth to 5 35 -43 7.5YR 5/6 - is 0 sg ml cw if .7 .8 limiting c2d IOYR 6/2 factor 6 43 -50 IOYR 5/4 7.5YR 4/6 fs 0s8 ml - - 5 6 47 Remarks: CST Name (Please Print) Signature: Telephone No. Henry F. Grote 71 S-66S -2681 Address x 57, app, 54749 Date CST Number Ref # 12/12/97 222774 214 PROPERTY oy�NF -R s�"'� x��� & SOIL DESCRIPTION REPORT z�4 Page of 2 VAr,CEL eD.f 016 - 1061 -40 / .;peplh ., Dominant Cokx Mottles Structure : ` _ .; ;' GPOVi1= Horiiori' Texhue nsisteftcd Boundary Roots in. Munsell Qu. Sz Cont Color Gr' Sz Sh. Bed '•. Trench 11 0-6 10YR 3/3 - sil 2 m cr mvfr cs lf/m 5 6 , vfr cs i f 5 •`. ''.6 2 6 -15 10YR 3/3 - sil 2 f sbk m —T— Ground 3 15 -26 IOYR 4/4 - sl 2 m sbk mvfr gs if 5 6 elev 102.3 ft 4 26 -33 7.5YR 4/6 - sl 2 m sbk mvfr cs if .5 .6 Depth to 5 33-60 7.5YR 4/6 c2d 7.5YR 5/2 scl 0 M Mfi - ? limiting factor 33' Remarks: ^ 10YR 3/3 - sit 2 m cr mvfr cs ] f/m 5 6 2 6 - 2.7 IOYR 4/4 - A 2 m sbk mfr cs IM 5 6 Ground sl 2 m sbk mfr cs - 5 6 elev 3 27 -37 7.5YR 4/6 - 95.9 ft 4 37 -50 7.5YR 4/6 f2p 10YR 5/8 sl 0 m ruff - - . .4 Depth to limiting factor 37" Remarks: occasional Gy si coats on peds 6 -37" a,•xYx Ground elev Depth to Wiling factor - > Remarks: .v #..zx�z? ii ?x Ground elev Depth to limiting factor Remarks: I L 4-•- • T � S,w.i`It -_ Z9 -1a• taw o,T\4- e oozpq nxl 961- 10� a - i � • 1.ti, ti C4r Y Y Q.•� 1 C.po '�, � w � � • C.I.Y. �V v� �� Y ` \ '•- .. za k� ¢ . isc6nsi D�artrnentofComnierce ND SITE EVALUATION Page 1 of 3 P:v�ion of Safely end Buildings {` h Comm 83.05, Wis. Adm. Code Attach complete site plan on paper not less an r4 1 s ize. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I. D.# APPLICANT INFORMATION - Please print all Information 016 - 106140 Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). R k ri=J By D to AW Property Owner Property Location BaDour, Keith & Luann Govt Lot SW 14 NE 1/4 S 29 T 30 N,R 15 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 3616 Coolidge St. NE City St. Anthony, MN State Zip Code PhoneNumber ❑ City ❑ Village ®Town Nearest Road 55418 612- 789 -1508 Glenwood CTHW G ❑ New Construction Use: ® Residential / Number of bedrooms 3 ❑Addition to existing building ❑ Replacement ❑ Public or commercial describe Code Derived daily flow 450 gpd Recommended design loading rate .5 bed, gpd/ft' .6 trench, gpolft= Absorption area required 900 bed, fl' 750 trench, fl' Maximum design loading rate .5 bed, gpd/ft' .6 trench, gpd/W Recommended infiltration surface elevation(s) 100.0 ft (as referred to site plan benchmark) Additional design / site considerationsi 5'x 75' rock bed mound on 99.0 as upslope edge of rccic w/ P sand fill; Variance needed Parent material loess over sandstone Flood plaiii n elevation, if applica ble NA ft S= Suitable for system Conventional Mound In-Ground Pressure AT -Grade System in Fill Holding Tank U= Unsuitable for system EISOUT E S O U ❑SOU I ❑ S ® U ❑ S OU ❑ S El U • SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPOR Boring# Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench _ .....1,.,,; 1 0 -9 10YR 3/3 - sil 2 m cr mvfr cs lf/m .5 .6 2 9 -17 10YR 4/4 - sil 2 m sbk mvfr gs if 5 6 Ground 3 17 -33 IOYR 4/4 - sl 3 m sbk mfr cw if .5 .6 elev 96.5 ft 4 33 -58 7.5YR 4/6 c2d 7.5YR 5/2 scl 0 m mfi - - NP .2 Depth to limiting factor 33" Remarks: i 1 0 -4 1 OYR 3/3 - sil 2 rn cr mvl< cs 2fl m .5 .6 2 4 - 7 IOYR 3/3 - sil 2 f sbk mvfr cs IUrn .5 .6 Ground 3 7 - 10YR 4/4 - sl 2 m sbk mvfr gs if .5 .6 elev 99.3 ft 4 18 -35 7.5YR 4/6 - sl 2 m sbk mvfr as if .5 .6 Depth to 5 35 - 43 7.5YR 5/6 - is 0 sg ml cw if .7 .8 limiting c2d IOYR 6/2 factor 6 43 -50 10YR 5/4 7.5YR 4/6 fs 0 sg ml 43" h 4 Remarks: w al CST Name (Please Print) Signature: Telepho g, 0 ..�{ Henry F . Grote 7156 -36$1 A P1 d i Address P.O. Box 57, Knapp, W1 54749 Date CST Nu q•'. Bgf#RC 12/12/97 222774 CmC PROPERTY OWNER: BaDour K eith & Luam SOIL DESCRIPTION REPORT 2t4 Page 2 of 3• PARCEL LD.# 016- 106140 s Depth Dominant Color Mottles Structure �o nsistence Boundary Roots GPD/fr + Horizon in Munsell Qu. Sz. Cont Color Texture Gr. Sz. Sh. Bed :Trench ....3..... 1 0 -6 10YR 3/3 - sil 2 m cr mvfr cs l f/m 5 6 2 6 -15 10YR 3/3 - sil 2 f sbk mvfr cs if 5 6 Ground elev 3 15 -26 10YR 4/4 - sl 2 m sbk mvfr gs if .5 .6 102.3 ft 4 26 -33 7.5YR 4/6 - sl 2 m sbk mvfr cs if .5 .6 Depth to 5 33 -60 7.5YR 4/6 c2d 7.5YR 5/2 scl 0 m mfi - - NP .2 limiting factor 33" Remarks: ....4... 1 0 -6 10YR 3/3 - sil 2 m cr mvfr cs IUrn .5 .6 2 6 -27 10YR 4/4 - sl 2 m sbk mfr cs IM .5 6 Ground elev 3 27 -37 7.5YR 416 - sl 2 m sbk mfr cs - 5 6 95.9 ft 4 37 -50 7.5YR 4/6 f2p l OYR 5/8 sl 0 m mfi - - 3 4 Depth to limiting factor 37" Remarks: occasional GY Si coats on pods 6 -37" Ground elev i Depth to limiting factor Remarks: ..... Ground elev Depth to limiting factor Remarks: �1.Q, �(\ 1 Clogq,� i 6 `7s �2) S• � w C-A- ti Q..,.� o <0'l.1) y V r G� W 1 � • �� 3. 1 9 d �� O.ai (,wlwy Lao ja U S�. ra �/v'i i �" C'B'S. �9 twh F \ 4 � �✓` �� g� �c I Y�iscuinsinDepartmentofCommerce SOIL AND SITE EVALUATION Page 1 of 3 P;hf.• 011 of Safety a6'd Buildings mm 83.05, Wis. Adm. Code Attach complete site plan on paper not less t Mint lan must County include, but not limited to: vertical and horizontal reference ction and St. Croix percent slope, scale or dimensions, north arrow, and kx:ation and distance to nearest road. Parcel I.D.# APPLICANT INFORMATION - Please print all information 016 - 1061 - 40 Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). VI By D Property Owner Property Location BaDour, Keith & Luann Govt Lot SW 14 NE 1/4 S' 29 T 30 N,R 15 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 3616 Coolidge St. NE City State Zip Code PhoneNumber E] City E] Village ®Town Nearest Road St. Anthony, MN 55418 612- 789 -1508 Glenwood CrHwG ® New Construction Use: ® Residential / Number of bedrooms 3 ❑Addition to existing building ❑ Replacement ❑ Public or commercial describe Code Derived daily flow 450 gpd Recommended design loading rate---. bed, gpd/W .6 trench, gpd/f 2 Absorption area required 900 bed, ft' 750 trench, fC Maximum design loading rate .5 bed, gpolftz .6 trench, gpd/ft' Recommended infiltration surface elevation(s) 100.0 �_ ft (as referred to site plan benchmark) Additional design / site considerationsi 5' x 75' rock bed mound on 99.0 as upstope edge of rock w/ 1' sand fill; Variance needed Parent material loess over sandstone Flood plain elevation, if applicable NA ft S= Suitable for system Conventional Mound In Ground Pressure AT - Grade System in Fill Holding Tank U= Unsuitable for system ❑ S ® U ® S ❑ U El ®U E) S ®U ❑ S ® U ❑ S ® U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPDN Boring# Horizon in Munsell Qu. Sz. Cont Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench „.1 ? 1 0 -9 10YR 3/3 - sil 2 m cr mvfr cs lf/m 5 6 2 9 -17 10YR 4/4 - sil 2 m sbk mvfr gs if .5 .6 Ground 3 17 -33 10YR 4/4 - sl 3 m sbk mfr cw If .5 .6 elev 96.51t 4 33 -58 7.5YR 4/6 c2d 7.5YR 5/2 scl 0 m mfi - - NP .2 Depth to limiting factor 33" Remarks: ` .....Z....' 1 0 -4 1 OYR 3/3 - sil 2 m cr mvfr cs 2fl m .5 1 .6 2 4 -7 10YR 3/3 - Sit 2 f sbk mvfr cs If/m .5 .6 Ground 3 7 -18 10YR 4/4 - sl 2 m sbk mvfr gs if .5 .6 elev 99.3 It 4 18 -35 7.5 YR 4/6 - sl 2 m sbk mvfr as if .5 .6 Depth to 5 35 -43 7.5YR 5/6 - is 0 sg ml cw if . 8 factorg 6 43 -50 10YR 5/4 �7 5YR4/6 fs 0 sg ml - ` , ',.5 _ 1 :6 43" Remarks: CST Name (Please Print) Signature: Tele4h No. I R ! l k ' • ` - ' Henry F. Grote 715 6S- ST CROIX Address P.O. Box 57, Knapp, W1 54749 Date CST 12/12/97 22277 ,' ZON1N �dC>` PROPERTY OWNER: BaNur, Keith & Luam SOIL DESCRIPTION REPORT 214 Page 2 of 3 PARCEL I.D.# 016- 1061 -40 ✓ 4 Depth Dominant Color Mottles Texture Structure nsistence Boundary Roots GPD/fts Horizon in. Munsell Qu. Sz. Conk Color Gr. Sz. Sh. Bed Trench 3` 1 0 -6 10YR 3/3 - sil 2 m cr mvfr cs lf/m 5 6 - 2 6 -15 10YR 3/3 - sil 2 f sbk mvfr cs if 5 6 Ground elev 3 15 -26 10YR 4/4 - sl 2 m sbk mvfr gs if .5 .6 102.3 ft 4 26 -33 7.5YR 4/6 - s1 2 m sbk mvf cs if .5 .6 Depth to 5 33 -60 7.5YR 4/6 c2d 7.5YR 5/2 scl 0 m mfi - - r1i' .2 limiting factor — 33" Remarks: 4..... 1 0 -6 10YR 3/3 - sil 2 m cr mvfr cs lf/m .5 .6 2 6 -27 10YR 4/4 - sl 2 m sbk mfr cs lm .5 ! .6 Ground elev 3 27 -37 7.5YR 4/6 - s1 2 m sbk mfr cs - . 5 .6 95.911 4 37 -50 7.5YR 4/6 f2p IOYR 5/8 sl 0 m mfi - - 3 4 Depth to limiting factor 37" Remarks: occasional Gv si coats on pods 6 -37" .................. Ground elev Depth to limiting factor Remarks: — Ground elev Depth to limiting factor Remarks: i ,+f .� � r f �\2: -Y 1n d' �k0.��. 1�e. 1 l o� J�10 U1(y•lJl.�1 - � ,,ll Sw.N� -Z9 -�• trw Ct�g.a� C.A.. -. v 2.. C9 S Q S�. 2 f , ..� �0 • • ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICA'T'ION FORM Owner/Buyer �P-� �- �a -h B L_D o z., r Mailing Address 3 ( Co o ( ,'mil c, fit-- AIE 4n4$) o h N AI J ` �- 18 Property Address _ , Co r)-f, �Pn WD v ,4 C ,' W T (Verification required from P Department for new construction Planning 17elartza ) City/State (7 te h w u c cl C !'+�yTW Parcel Identification Number D / - / o b / - y o y a LEGAL DESCRIPTION 410 I ACo put'-e�) Property Location W � zY N t4E y., Sec, atom, T 30 N -R 1 5 W. Town of Q1 e n w o Subdivision Lot # Certified Survey Map # Volume , Page # Warranty Deed # _ 51 1 ' 3 ,4, Volume j 8 8 . Page # 59 8 Spec house ❑ yes U no Lot Lines identifiable ❑ yes ❑ no 7 SYSTEM -MAINTENANCE ImproperuseandmarnLcaancxofyourseptic :ystem could resAlt iii, its fouretohandlewastes . Proper mamteaanve consists of fi mrping out the septic task every gone yeas or somet: if neodod by it licensed pamper. What you put into the system can affect.the fiwcfion of the septic tank - as . a treatment stage in do waste fiisposalsysOc - - 1U Pip Y owner agrees to submit to St Croix Zarvng Department a catific ation form, signed by &c owner and by a p joameymaaphrmbes; restrictedphmrlxr or a Iiocasodpmmpa vetrfying$ rat (1) the on-site WastowaWdisposal system U is proper operating condition and/or (2) after inspection and pumping (¢ma the septic-tank-is Iess .than W .fa of sludge. Uwe, th e midemigil have read the above roquincmeats and agree to maintain tie private sewage disposal system with the standards set forth, heroin. - as set by the Department of Commarce and the Dcpartmad of Natu al �� � Your Septic Resources State of Wisconsin.. Certification septi system has bees maintaiaod must be eorupieted and returned to the St Croix County Zoning Office within 30 days of the throe year expiration date, SIGNATURE OF APPLICANT DATE OWNER CERWMCA.ITON I (we) certify dmt all statements on this form are true to the best of my (our) knowledge. I (we) am (arc) the owncr(s) of propc the xty 'bcd above, by virtue of a warranty deed recorded in Register of Deeds Office. I/ 9 9 SIGNATU& OF APPLICANT DATE « « « « «« Any information that is mis ma result in the sari « « « « «« � Y tary permit being revoked by the Zoning Department «« Include with this Application: a stamped warranty deed from the Register of Dodds office a copy of the certified survey map if reference is made in the warranty deed cgs STATE BAR OF WISCONSIN FORM 2 — 1982 5'7132 WARRANTY DEED DOCUMENT NO. Charles J. DeSmith and Joan L. DeSmith, REGISTER OFFICE husband and wif ST. CROIX CO., WI P,ac'd far Raaord -- JAN 16 1998 conveys and warrants to Keith G. BaDOur and L 7ann D BaDour, husband and wife as joint tenant,-, 3:30 P. If Re stol ' t Ga if L I i f THIS SPACE RESERVED FOR RECORDING DATA NAME AND RETURN ADDRESS the following described real estate in S t . C r o i X County, & P(V � y State of Wisconsin: v T" n WS6Tl 0-Yk 0401,0 u 016- 1061 - 40;016- 1061 -30 PARCEL IDENTIFICATION NUMBER The West of the NE a of Section 29 -30 -15 EXCEPT Lot 1 of Certified Survey Map in Volume 10, Page 2765. Q TR N�FER This not homestead property. (i4. (is not) Exception to warranties: Easement and restriction of records. Dated this , day of — 3 A.D., 19 98_. (SEAL) /jla !� lL�rl�lll (SEAL) s (SEAL) ,�, EAL) j: * * Joan L. DeSmith`_,� AUTHENTICATION ACKNOWQDGI&9T- 2 I. Signature(s) State of Wisconsins,��iy1" Q .;'����•' ;' St. Croix Coi ii authenticated this day of 19 - Personall i came before me this 1 day of j _ ,19 98 , the above named I� Charles J DeSmith and Joan L. * DeSmith, Tiusband and wife j TITLE: MEMBER STATE BAR OF WISCONSIN (1 (if not, authorized by §706.06, Wis. Stats.) to me known to be the person S who executed the foregoing inst a and acknowle the a e,� THIS INSTRUMENT WAS DRAFTED BY Thomas A. McCormack AaQ RA. Wta j if Baldwin WI 54002 _ _ Notary Public, County, Wis. __ l (Sig m be authenticated or ackn.)wled ed. Both are not mmission is ermanent. It not state ex i.a gn } S P lair necessary.) —�''► Names of persons signing in any capacity should by ty� or printed below their signatures. WARRANTY DEED STATE BAR OF VISCONSIN Wisconsin Legal Blank Co., Inc. 4 Form No.. 1982 Milwaukee, Wis. BOLDTS PLBG & HTG Fax : 715 - 684 -3144 Mar 05 '01 14:15 P02 [ CGOULDS PUMPS Submersible Effluent Pump 388 pRMRANCE AVAILABLE FOR RESIDENTIAL APPUCATIONS. APPUCATWNS m Corrosion - resistant, Single phase: in s Bearings and Specifically designed forme stainless steel. Threaded • Built -in overload with lower heavy duty ball bearing following uses: design. Locknut on three automatic reset. construction. • Homes phase models to guard • All single phase models ■ power Cable: Severe duty against component damage feature capacitor start rated, oil and water resistant. • Farms on accidental reverse rotation. motors for maximum Epoxy seal on motor end • Trailer courts starting torque. provides secondary moisture ■ Faslsnsrs: 300 series P • Motels 'A • and % HP -16/3 SJTOW barrier In rase of outer jacket • Schools stainless steel" with 115 V or 230 V three • Hospitals ■ Capable of running dry damage and W prevent oil • without damage to prong plug. wicking. 20 foot standard Industry • %_2 HP -14/3 STOW with with optional lengths • Effluent systems components. bare leads. available. ■ Designed for continuous Three phase: ■ O -ring. Assures positive SPE *%A110NS operation when fully • Overload proton must sealing against contaminants Pump submerged. be provided in starter unit, and all leakage. • *2 HP -14/4 STOW with • Solids handling capabilities: bare leads. ■ Consult factory for infor- C^ g maximum. ■ Designed for Continuous matron on CSA listed models. Discharge size: 7 NPT. ■ Fully submerged in high- Operation: Pump ratings are Capacities. up to 140 GP M grade turbine oil for lubnca within the motor manufacturer's. AGENCY Ugng • Total heads: up to 128 feet ton and efficient heat recommended working limits, • TDH. transfer. can be operated continuously RkO L R X" Temperature: is Clan B insulation. without damage. 104 °F (40 °C) continuous undawm" lahn adu 140 °F (60 °C) intermittent. HIS mu1e • See order numbers on wEt�as r Go *Pump IslS 9W PA000W. reverse side for specific HP, oo .....� _ _ _....... sERiES alas - voltage, phase and RPM's 13° 120 - -..... _ _ available. ... ... ... • S 2'E:'h SOLIDS 35- _ ... - ... _.. .. ... ... RPM: 35M a 1150 170 W " FEATUM 30 100 - - • � 5 FT ■ Impeller, Cast Iron, semi - 90 open, non -clog with pump- 25 eo out vanes for mechanical seal 70 protection. Balanced for 7, smooth operation. Silicon 60 bronze Impeller available as 1s 50 an option. 40 ■ Casing: Cast iron volute 10- 30 type for maximum efficiency. .......... 2" NPT discharge. 5 - ° 10 ■ Mechanical Seal: SILICON - - - - - - - - - - - •• -•• _ ...... CARBIDE VS. SILICON ° Q a 10 20 30 40 50 60 70 80 90 100 110 120 130 110 150 lW GPIM CARBIDE sealing faces L ' L � L Stainless steel metal parts, 0 5 10 15 CAPAWY 2s 3o a5 m�/l► �•- BUNA -N elastomers_ . Goulds Pumps O 1090OwIds Pump. ITT Industries EA•o lv Ana•ry, logo 93885 i(! (1 ' i 0 * N y Qf r I � y S; , � f•.�l_ • -.yam ..� .YS. cam. ' �.��..�•- - �'' 4�" �i - _ -. - V [M:ul MUM Mira `. 1 I 1 I .. 11 1 1 © 1 1 1 1 MIM MrK�A 0�ls OCR ®�0[7 �L t� lu mTm _E�v ®1�i17r Ovi© m a., O�F,O L = I L .:, WI ©vv00� ®OFD t,; oo■�■�■oov w--'M'�,. �fl owavosomo �' IME tM 6'u �: TT f 77 fit•- '.7t11� ; , ■ L L�L ' WJ 11 �lw-x:m ME-Aloulillik'n MU MIAM Was lk -"lip a I I 4 -- BOLDTS PLBG & HTG Fax : 715 - 684 -3144 Mar 05 '01 14:15 P01 - j Belasplumbing BoWs Plumbing & Hearing 820 Main street PHONE: 715- 6843378 Nesting Baldwin, Wl 54002 FAX: 715- 684 -3144 Poll To: Kevin, St. Croix County Zoning (MF'ax: 715.386 -4686 From: Jule Hudson Date: Monday, March 05, 2001 Q 1:35 PM Re: Keith BaDour Mound System Pages: 2, including this Kevi n; Here is the information you requested on the pump put in for Keith BaDour's Mound System. I have attached a flow chart. Hope this is satisfactory. Jule