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Home My WebLink About030-2054-95-000 /\ 0 � . @ ¥ c w 0 b � A � k , a § C E o 0 z 2 E % } § 2 � - � 0 \ ! § )I 7 D ± Li \ § z § C « k > P .- \ j CL m ` C e n i I a % §Bk. D _ co % $ ® § ƒ U) e ( � \ \ 0 C �\k : .� \ {).0 g Q \kk o�� j 0 .. \ . f { % 2 2 ƒ _) § .- k 2 & 7 § 1 _ k k L o / & c } � -� t 4 a a a 7 . a - 2 4.; § .2 c r 2 ] q ) 7 § p } 2 / \ � « § C. ® E = k � 72 � ® ° D- � .2 ± co ■ ok % \° @ K �? 4 E E \ ° ° o § o g a e J o Cl = 7 G . E c C k k \ \ / @ , � \ § - 2 9 R ] . & C14 - U) { c - w \ \ # f \ o ) / � K � z k � � k � E { 'Q 4) a / / 0 a M§ o$ J Parcel #: 030 - 2056 -40 -000 03/12/2009 11:06 AM PAGE 1 OF 1 Alt. Parcel M 27.30.20.554A 030 - TOWN OF SAINT JOSEPH Current OX ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): 0 = Current Owner, C = Current Co -Owner STEPHEN D & JULIE A HAGUE O - HAGUE, STEPHEN D & JULIE A 1350 EGARD ST HOULTON WI 54082 Districts: SC = School SP = Special Property Address(es): " = Primary Type Dist # Description " 1350 EGARD ST SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 0.890 Plat: 02- 022- HOULTON SEC 27 T30N R20W LOT 4 BLK 6 EXC P554B Block/Condo Bldg: 6 LOT 4 AS IN 417/26 VIL HOULTON Tract(s): (Sec- Twn -Rng 401/4 1601/4) 27- 30N -20W Notes: Parcel History: Date Doc # Vol /Page Type 04/28/1999 602184 1422/390 WD 2009 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 04/24/2008 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 0.890 139,200 211,400 350,600 NO Totals for 2009: General Property 0.890 139,200 211,400 350,600 Woodland 0.000 0 0 Totals for 2008: General Property 0.890 139,200 211,400 350,600 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 1010612005 Batch M 05 -29 Specials: User Special Code Category Amount es Special Assessments Special Charges Delinquent Char Total p 0.00 p 0 00 q 0 00 Parcel #: 030 - 2054 -95 -000 03/12/2009 11:06 AM PAGE 1 OF 1 Alt. Parcel M 27.30.20.542 030 - TOWN OF SAINT JOSEPH Current ❑X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - HAGUE, STEPHEN D & JULIE A STEPHEN D & JULIE A HAGUE 1350 EGARD ST HOULTON WI 54082 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 0.000 Plat: 02- 022- HOULTON SEC 27 T30N R20W LOT 6 BLK 4 VIL HOULTON Block/Condo Bldg: 4 LOT 6 1350 EGARD ST ASSESSED W /030- 2056- 40(554A) Tract(s): (Sec- Twn -Rng 401/4 1601/4) 27- 30N -20W Notes: Parcel History: Date Doc # Vol /Page Type 04/28/1999 602184 1422/390 WD 07/23/1997 413/569 2009 SUMMARY Bill #: Fair Market Value: Assessed with: 0 030 - 2056 -40 -000 Valuations: Last Changed: 06 /26/2000 Description Class Acres Land Improve Total State Reason Totals for 2009: General Property 0.000 0 0 0 Woodland 0.000 0 0 Totals for 2008: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin De PRIVATE SEWAGE SYSTEM Department of Commerce y, Safety and Buildings Division C ounty, Croix INSPECTION REPORT GENERAL INFORMATION .(ATTACH TO PERMIT) Sanitarx%Bt:.No.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: ❑ City ❑ Village C] T w of: State Plan ID No.: Hague, Steve St. Joseph Township CST BM Elev -: insp. BM Elev.: BM Description: �� Parcel T� 3��2054 -95 -000 O r /rte o TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic s Z Benchmark WS .3 LTD Zr Dosing Alt. BM Bldg. Sewer ZZ. a Holding ' ' St Ht Inlet Z2.311 2. / A k SETBACK INFORMATION ty Ht Outlet z 2 , 62 TANK TO P/L WELL BLDG. Ventto ROAD Dt Inlet p Air intake Septic ;'3 4- t Z NA Dt Bottom l� IL S, y Z 4 7L, <7 Dosing 2 _ UI / Z ' NA Header / Man. y 6 2 ( s ' ist. Pipe v2 Hol g Bot. System PUMP / SIPHON INFORMATION }a e Final Grade Manufacturer S Demand St cover Model Number / /d.?YGPM /b• 3 Z TDH Lift L3, lob Lrictio Head Z TDH 3 � (j 2 Forcemain Length ?_ r Dia. " Dist. To Well SOIL ABSORPTION SYSTEM 45 BED/TRENCH Width , Lengt No_ Of re hes PIT No. Of Pits Inside Dia. _ Li uid Depth DIMENSIONS � 2 - � t N SYSTEM TO P/ L BLDG WELL LAKE/STREAM ACHI SETBACK anufacturer. INFORMATION Type O e , CH a R Mo Number: Z: > O UNIT System: � /� DISTRIBUTION SYSTEM rk: Header / Manifold Distribution Pi e(s) x Hole Size x Hole Spacing I Vent To Air Intake Length 3 Dia. Z Length �� Dia. Spacing , 1 y I/ y - 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 ❑ Yes ❑ No ❑ Yes ❑ No COMM ,9NTS' (In�] ude c de di sffp2 anci f *p sp i � gr ? � 4W ns ec ion : e nspec Ion � : o Location: 1350 Egard treet, Ho' lton, W1 489E 1/4 27 T30N Rm � .30.20.542 Village of Houli�� -1 of 6 1.) Alt BM Description = (NP l t �� -f f� S 2.) Bldg sewer length = Z 4 �iS „��) - amount of cover / , o o Wt = ✓ - �S 3.) contour 18• �S �S� t� �9 0� Plan revision required ? / "❑ Yes ❑ No Li I I Use other side for additional information. SBD -6710 (R.3/97) Date Inspector's Signature Cert. No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: t-T- i 1 .�a E �m N � � j Safety and Buildings Division Nvisconsin SANITARY PERMIT APP UC®, TION 201 W. Washington Avenue P O Box 7162 Department of Commerce In accord with Co G A�rr�i 1 a?' Madison, WI 53707 -7162 • Attach compete pans (to the county copy only) for th '` n of less ounty than 8 1/2 x 11 inc hes in size. • See reverse side for instructions for completing this ap ; t a Sanitary Permit N mb b ee r r Personal information you provide may be used for secondary purposes Sf heck it revision to previous application (Privacy Law, s. 15.04 (1) (m)]. a Plan Review Transaction Number I. APPLI ATl N INF RMATI N - PLEA E PRINT Property Ovfner Name Propert 1 4tv ov ,S T ,N, (o Property Owner's Mailing Address �/ Block Number s City, St Zip Code Phone Number F�Iaa ame or CSM Nu b r � II. TYPE F I ING: (check one) [I State Owned C i ty V Public 1 or 2 Family Dwelling - No. of bedrooms 111. BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s) �� , D. Zo SY� 1 ❑ Apartment/ Condo 034 — C_ ` 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. ❑ New 2. X Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an ------ S te21--- _____ System Existi _____________ Tank Only______________ ExistinQSystem ________ n System g 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 'Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In- Ground Pressure r g ( 42 ❑ Pit Privy 13 ❑ Seepage Pit 1 43 ❑ Vault Privy 14 ❑System -In -Fill c cktw VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 1 T. Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min . /i ch) Elevation Feet Feet Ca acct VII TANK in alto s Total # of Prefab. Site Fiber- Exper. INFORMATION New Existing Tanks Manufacturers Name Concrete strutted Steel glass Plastic App Tanks Tanks Septic Tank or Holding Tank 42M _ ,® ❑ ❑ ❑ ❑ 1 ❑ Lift Pump Tank /Siphon Chamber -- ❑ I ❑ 1 ❑ 1 ❑ 1 ❑ Vlll. RESPONSIBILITY STATEMENT I, the un ersigned, assume responsibility for install ion of the onsite sewage system shown on the attached plans. Plumber's e: ( Plumber's ign r . (Nti MP /MPRSW No.: Business Phone Number: Plumber's Address (Street, ity, St e, Zip Co � s IX. COUNTY / DEPARTMENT USE Q NLY ❑ Disapproved Sa itary permit Fee O Surcharge Groundwater [at ssue Issuing Agent Signature (No Stamps) PjA pp roved ❑Owner Given Initial Surcharge Fee) Adverse Determination o2S OD Z X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBD -6398 (R.12/99) 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 any new criteria in the 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 oe installed. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. M. 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 B 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 Irom DILHR. VIII. Responsibility statement. Installing plumber isto 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 smallerthan 8 1/2)( 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or wii:h 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 983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regu ated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264 -8777 is consin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary May 24, 2000 CUST ID No.224263 ATTN.• POWTS INSPECTOR ZONING OFFICE KIM A O'CONNELL ST CROIX COUNTY SPIA 504 3RD AVE 1101 CARMICHAEL RD OSCEOLA WI 54020 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/24/ 002 Identification Numbers Transaction ID No. 316466 Site ID No. 192090 SITE: Please refer to both identification numbers, Site ID: 192090, STEVE HAGUE L above in all correspondence with the agen ST CROIX County, Town of SAIN JOSEPH; 1350 EGARD ST, HOULTON 54082 SE1 /4, NW1 /4, S27, T30N, R20W FOR: MOUND, 600 GPD Object Type: POWT System Regu ated Object ID No.: 663507 P.O The submittal described above has been r viewed for conformance with applicable Wisconsin Administrative Codes coed and Wisconsin Statutes. The submittal h s been CONDITIONALLY APPROVED. The owner, as defined in AP chapter 101.01(10), Wisconsin Statutes, i responsible for compliance with all code requirements. The following conditions shall be met d ing construction or installation and prior to occupancy or use: DIYL3�f 31 1. This plan action is subject to desig er comments on the plan. 2. The orientation of the mound syste must be such that the mound's longest dimension is perpendicular to the direction of maximum slope. SEE GOA 3. Vehicular traffic is prohibited in t e area 25' beyond the down slope edge of the mound. 4. Abandon failing system per COM 83.03(2). CAUTION: Wis.stats 145.135(2)( ) indicates that the approval of a sanitary permit is based on regulations in force on the date of roval. The effective date of COMM 83 re isions is expected to be July 1, 2000. Thus depending on the type of s tem and your design, this plan approval may not be eligible for sanitary permit appr val if submitted to the issuing agency on or after July 1, 2000. Note: There is a otn ential for a law suit that may delay the effective date of the code so this status may or may not change. A copy of the approved plans, specificatio is and this letter shall be on -site during construction and open to inspection by authorized representatives o the Department, which may include local inspectors. All permits required by the state or the local municipal' ty shall be obtained prior to commencement of construction /installation /operation. KIM A O'CONNELL Page 2 5/24/00 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 05/05/2000 FEE REQUIRED $ 180.00 -- ` ,( FEE RECEIVED S 180.00 Ini rated L SHANI�ORF , PO PLAN REVIEWER BALANCE DUE $ 0.00 Integrated Services (715) 634 -7810, FAX: (715) 634-5150, M -F 7:45 AM - 4:30 PM PSHANDORF @COMMERCE.STATE.WI.US WiSMART code: 3633 cc: STEVE HAGUE MOUND SYSTEM DESIGN Residential Application INDEX AND TITLE SHEET Project STEVE TEVE HAGUE Owner SSTEVE HAGUE Address 1350 EGARD ST HOULTON WI 54082 Legal Description - eg p SE -NW -SEC 27 T30N - R20W Township ST. JOSEPH County ST. CROIX Subdivision Name PLAT OF VILLAGE OF HOULTO Lot No. #### Parcel ID Number 030 - 2054- 95-000 030 -2056- 40- W.T. Plan Transaction Number 'tionally �0 D Index and title sheet Page 1 J OF CO M E FETY AN Mound calculations Page 2 Mound drawings Page 3 Pres. dist. calcs. and laterals Page 4 RESPOND, TDH and pump tank drawing Page 5 PUMP CURVES Page 6 ) 1 ( C PLOT PLAN Page 7 Designer KIM OC NE License Number 224263 1 Signature Phone No. 715 - 755 -3145 Date 3 -25-00 Notice: Tampering v*h this fife by unauthorized persons Is prohibited. Deliberate modification will result In disciplinary action under s. 146.10, We. Stats. Personal information you provide may be used for secondary purposes {Privacy Law, s,15.04 (1)(m)). SBD- 10462 -E (13.05/98) Page 1 of 7 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 3.5 % Wastewater flow rate 600 gpd 2271 Lpd Depth to limiting factor 19 in 48.3 cm In situ soil infiltration rate 0.5 gpd/ft 20.4 Lpd /m Contour line elevation 98.5 ft 30.02 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 ore) Hole diameter 0.25 in 0,125.0-156,0A68,0219,0-25, Lateral spacing 3.00 ft Use 0 lateral spacing for trenches. 0.281, or 0.313 inch on{y. Estimated hole space 4.00 ft Not a final calculation. Number of laterals 2 Pump tank elevation 77.7 ft Outside bottom of tank Forcemain length 320.0 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 9432=0.281 Estimated daily flow 600 gpd 1 2271 Lpd 3/16=0.188 5(16=0.313 7/32 =0219 Absorption cell Design load rate & area 1.2 gpda 500.0 ft 46.45 m Linear loading rate (LLR) 7.14 gpd/ft 88.5 Lpd /m Design width (A) 6.00 ft 1.83 m Cell length (B) 84.0 ft 25.60 m Depth of cell (F) 10.0 lin 25.4 cm Sand filter Upslope fill depth (D) 17.0 in 43.2 cm Downsiope fill depth (E) 19.5 in 49.5 cm Basal area required (gpd/infiltration rate) 1200.0 ft 111.48 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) 11.56 ft 3.52 m Up slope toe length (J) 8.80 ft 2.68 m Down slope toe length (1) 11.60 ft 3.54 m Total mound length (L) 107.12 ft 32.65 m Total mound width (W) 26.40 ft 8.05 m Project: STEVE HAGUE Transaction Number: Page 2 of 7 MOUND PLAN VIEW observation pipes (typical) J 26.4 ft A A = 6.00 ft 1.83 m 8.05 m B = 84.0 ft 25.60 m W B J = 8.80 ft 2.68 m I K I= 11.60 ft 3.54 m K = 1 11.56 ft 3.52 m L , 107.12 ft 32.65 m typ. obs. pipe (anchored securely) I = down slope dimension = absorption cell ( Ax B) J = up slope dimension C � = plowed area (LxW) K = end slope dimension B" (152 mm) MOUND CROSS SECTION subsoil ca D = 17.0 in 43.2 cm lateral topsoil �. G H p E = 19.5 in 49.5 cm invert 100.42 !t = 10.0 in 25.4 cm elev. 30.61 m F G = 12.0 in 30.5 cm D ASTM C33 E H = 18.0 in 45.7 cm Sand Fill sys. I 99.92 ft W y elev. 1 30.46 m 98.50 ft contour 30.02 m elev. 3.5 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 geotextlle fabric. Designer notes: Project: STEVE HAGUE Transaction Number: Page 3 of 7 PRESSURE DISTRIBUTION CALCULATIONS Absorption cell Inch-pounds Metric Width (A) 6 ft 1.83 m Length (B) 84.0 ft 25.6 m Lateral specifications Number laterals 2 Holes/lateral 21 holes Lateral length (P) 81.67 ft 24.89 m Hole diameter 0.250 in 6.35 mm Lat. dis. rate 24.47 gpm 1.54 Us Sys. dis. rate 48.94 gpm 3.09 Us Hole spacing (X) 49 in 124.5 cm Lateral diameter Pipe diameter Design options Deogn choice Designer must 1 in (25 mm) Place X in red "X" on choice 1 114 in (32 mm) box of cho from the options 1 112 in (40 mm) diameter. provided. 2 in (50 mm) x 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) Place X in red from the options 1 12 in (40 mm) box of chosen provided. 2 in (50 mm) x X diameter 3 in (75 mm) x 4 in (100 mm) x Distribution system contains: 2 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 ac & dimension Last hole drilled next to pnd cap e cap P -� =Foroe identical 14- X --� Holes drilled on the bottom or the lateral 5 equally spaced • ortneotion via t ee or oross to manifoid at any pOHrt. Laterals & tore* main or Pvc soh 4o • s permanent end marker (per COMM Table 84.30 -5) Inch-pounds Metric Lateral length (P) 81.67 ft 24.89 m Lateral spacing (S) 3.00 ft 0.91 m Hole spacing (X) 49 in 124.5 cm Manifold length 3.00 ft 0.91 m Hole diameter 0,250 in 6.4 mm Lateral diameter 2.00 lin 50 mm Forcemain diameter 2.00 lin 50 Imm Project: STEVE HAGUE Transaction Number: Page 4 of 7 Total Dynamic Head TDH and Pump Tank Drawing Operational head 2,50 ft 0.76 m Vertical lift 21.82 ft 6.65 m Are laterals the highest point in the Friction loss 12.27 ft 3.74 m system? Yes "X" here, Total dynamic head 36.59 ft 17 11.15 m If no, what is the highest elevation Dose Volume downstreem of pump? Dose is > 10 times lateral volume Forcemain drain Lateral void volume 28.5 gal L11. L back to tank? ("X' one) Minimum dose 285.0 gal L EE3o es Drain back 55.8 gal L Dose volume 340.8 gal 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 weather proof warning label and locking device grade levels junction box — "'""'� disconnect grade levels alternate 30 4' vent pipe electric as per NEC 0 and E — outlet Comm 16.28 WAG location 18" (46 cm) min. wall of pump a roved chamber or �— pp outlet joint combination tank A Provide 1 /4" weep hole or anti- ' alarm on siphon device as necessary pump on B C Grade levels PUMP 78.6 ft - pump tank manhole = 4'(10 cm) Off elev. 24.0 m minimum above finished grade D - vent =17' (30.5 cm) minimum above finished grade 77.7 ft Pump tank elevation 3 " (75 mm) of bedding under tank 23.7 m bottom of tank Tank manufacturer WEEKS CONCRETE PRODUCTS Pump tank capacity 19. gal /in Pump tank volume 1 gal Pump manufacturer IGOULDS Inches Gallons Pump model number tWE07H 0 A 24.0 465.2 'us B 2 38.8 Alarm manufacturer JS.J. ELECTO SYSTEMS CL) C 17.6 340.8 Alarm model number HW 101 E D 8 155.2 Project: STEVE HAGUE Transaction Number: Page 5 of 7 ML'1 w WT EIIH 2u wItOM I I I , - _ W WL 0 10 ?G JA 40 w w ]G uJ tii I I I :V G t• M CAPACITY METEgi fELi _ _ � --;� �� -� r.;u� 3SS5 �� —�-- -- - I - .. SI 1 /4 - S�Ijds I« o � f wtosnn , _ t i 0 10 20 0 In •n► CLa�C� t t • IM1 Q ft4*#rwno/.I M. t�c..�..+1. iN, C)l�• 1 � N r 2 f � ' I � � 1 � m w w O N r m + � tirn P O o f to � a •' \� � war A u O 45 O V w • N- —� 32 .05 , 23 a +.00 Q f* N u s N 13 v (A S 02 02 E (Rsg0U TM) it • , :: S02 °07,02 E (.3785__.. _ mx - m• EGA RD w• m 39� • �w a 'o 17 u 1 y to N : i . '' ' i " r ---•- S TREE rn M r w ate ZE —A V P _ ... -j \ b 0 D O Qe pN: a v 3 2 O rn ro O •i• i w t ` n k A p p �~ v b I OD ti 1-y � a:• rn mZ M Op w o i : W r G) 4 �o 2 N ■ IA ti 7 •. OD k.4 rr fa I w o r •e 2 \ M \ ?, :C (75.54' w S 0 °07'02 "E 193.30' --- cb m Wisconsin Department of Commerce SOIL AND SITE EVALUATION Division of Safety and Buildings Page of Bureau of Integrated Services in accordance with s. ILHR 83.04, is. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan LriUS>~ , - include, but not limited to: vertical and horizontal reference point (OM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # - - APPLICANT INFORMATION - Please print all infoYmation. Rev iewed by Date X xa. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 �.: Property Owner Property Location ; Govt. Lot 1/4 1 /4,S T N,R(or� Property Owner's Mailing Address Loft " " Block# Subd. Name or CSM# tail City State Zip Code Phone Number ❑ City El ma e A Town Nearest Road -j ❑ New Construction Use: Residential / Number of bedrooms _ Addition to existing building Replacement ❑ Public or commercial - Describe: Code derived daily flow G gpd Recommended design loading rate bed, gpd /fF trench, gpd /ft Absorption area required _ bed, ft ( trench, ft Maximum design loading rate X112 bed, gpd /ft 2 _,�./� trench, gpd /ft Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design /site considerations Parent material Flood plain elevation, if applicable ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system ❑ S NAU 0S ❑ U ❑ S W U ❑ S ®U ❑ S OIL; ❑ S N U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 / in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed Trench Ground Q elev. / D D eptth � to limiting factor in. L Remarks: Boring # l s Ground ,Vlev. i Depth to limiting factor n. Remarks: CST Name (PI se Prin e Signature Telephone No. Address _ CST Number SOIL DESCRIPTION REPORT PROPERTY OWNER s Page of PARCEL I.D.# Boring Horizon Depth Dominant Color Mottles Structure 2 g Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench .3 / l r s Ground elev. Depth to limiting factor 19 -l i n. Remarks: Boring # ........................... Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Structure GPD /ft in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed ,Trench Boring # Ground elev. ft. Depth to limiting factor in. Remarks: Boring # , , Ground elev. ft. I I ' Depth to limiting factor in. Remarks: SBD -8330 (R. 07/96) i p r: cn I 8�� o 1 r c> > �ql it mm 1 u n rte' cn ! �l,Af Cl 1 Il AlA~ m N r` O 2 1 - •t''G� v ;o m � C � N aD C � �•. N x � '; mo�t•-' pmp SS � ` V O k _ V b1 mw A r v U a bF1 1 0o a 0 i O 4' e *1 w % 2 N ',v 2''10!•OCS'l8"E {y r �Y : '' i • �pOp 2.05' p 1 m o .r , m w m iv - \:: s 1 A 94.00 w m v � � ,.. ••'•pjS W�� O U�, / S 02'07'02 "E(ROU sgTH) .� - - T - w ••� � gp2 °07'02 Z n �• .T A EGARO / w ? lit ... u W , Ot W rn q 4•, w +. "s 137.25 =�- my 0 ! k ° � C, r N 0 °07 2 .� W • � N W = ` -41 a ,a op OD tj Cb r N IE n ° C�° OD xs .�• Q ro 1 _ QJ d m $?s $�y o � s �• m 2 " o p `'� o a ^�• m m op m G OD CA rn rm IA OD Lw V. x N aO �� A li o It Ll z C 75.54' 93 A X 0 1 00 /� __ T 02 E "U �v 2 1 m /0 6�0218►4 KATHLEEN H. WALSH WARRANTY DEED REGISTEix°co°EEDS rxX'tnMtsxr Ho. 1422 PAG! 350 W26 -1999 3 :00 vK This Deed made between LORAINE A. JEWELL, WWAM DED a single woman, by BENJAMIN JEWELL, Guardian of c FT Loraine A. Jewell, Grantor and STEPHEN D. HAGUE CW Y FM: FM COPY FEES and JULIE A. HAGUE, husband and wife as survivorship MW �: 104 marital property, Grantees, PAGES: i Witnesseth. That the said Grantor conveys to Grantees the following described real estate in St. Croix County, State of Wisconsin: Lot 6, Block "4 Plat of the Village of Houlton, including any part or portion of any street or alley adjacent to said premises Tax parcel No. 030 2054 95 - 000 and heretofore vacated or to be vacated AND Lot 4, Block 11 6 ", Plat of 030 the Village of Houlton, excepting therefrom the following Rs'rUttN 'ro:- -r��lJ�•�L�L�� described parcel: Beginning at the Northeast corner of Lot Four (4), Block Six (6), Plat of Houlton (laid out in part of Government Lot Three (3), Section Twenty -seven (27), Township Thirty (30) North, Range Twenty (20) West), thence South 84 feet along east boundary of said lot, thence Southwesterly 275 feet to a point 120 feet South ofthe North line of said lot, thence West to a point on the west line of said lot, thence North 120 feet along said west line to the Northwest corr.<T of the lot, thence East along the north line of the lot to the point of beginning, St. Croix County, Wisconsin. This is homestead property. Together with all and singular the hereditaments and appurtenances thereunto belonging; And Grantor warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances, and will warraa: and defend same. Dated this day of April, 1999. •...., , Q� �� (SEAL) Laradne A. eveell , by her Guardian Benjamin Jewell STA'T'E OF !W Cq1?ISII� r � A a r� AS ST.' CIROI'JC EO y PersotumHj' c-tme before me this 2_ day of April, 1999, the above named Loraine A. Jewell, by her Guardian Benjamin. Jewell, to me known to be the person who executed the fore oing instrument and acknowledged the same. , l Notary Public, State of Wisconsin My Commission (expires): 0 ',� q ' C TIUS INSTRUMENT DRAFFED BY: Robert W. Mudge, Attorney, MUDGE, PORTER, LUNDEEA & SEGUIN, S.C. 110 Second Street, P.O. 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