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HomeMy WebLinkAbout034-1066-50-000 Y + s ST. CROIX COUNTY ZONING DEPARTMFNT, AS BUILT SANITARY REPORT Jra Owner Cpl Property Address Yo t - City /State �� .L ;c7.�9 y'�CyJ F A Legal Description: Lot Al-A. Block A A- Subdivision/CSM # N. A • t /4 11W ' /a, Sec. 2 - V , T Z9 N -R /5 W, Town of PIN # SEPTIC TANK -- DOSE CHAMBER -- HOLDING TANK INFORMATION Tank manufacturer R 6sic -nn `Size ST/PC l 001 '°''" Setback from: House /8 Well P/L A 23 Pump manufacture -eeep Model Alarm location n b,, (HOLDING TANKS ONLY) Setbacks: Service road Vent to fresh air intake Water Line Meter location Alarm location SOIL ABSORPTION SYSTEM Type of system: Width 423 Length 9.�'. G Number of Trenches Setback from: House S6 Well /a d" PAL Vent to fresh air intake At A ELEVATIONS Description of benchmark c? + t Elevation /30 Description of alternate benchmark '� -S �" , ;' ` ��.f ; _ t,��.. �'�� r Elevation Building Sewer z ST/HT Inlet 8 ' ST Outlet -- PC Inlet PC Bottom -r/! Header/Manifold Top of ST/PC Manhole Cover Distribution Lines ( ) / 0 6�. y () ( ) Bottom of System ( ) Final Grade ( ) /O 1 () ( ) Date of installation 6 / / 9 9 Permit number 3 aq `715 State plan number -' /9 5 6 a, Plumber's signature � , ?L __ � icense number All' h 7.5 Date Inspector Complete plot plan FAX ST. CROIX COUNTY ZONING OFFICE 1101 Carmichael Road Hudson, WI 54016. (715) 386 -4680 DATE: TO: Fax Number: Name: T�tq L) ,L (; 7 f �' n FROM: Fax Number: 386 -4686 Name: 4 �9 e x Number of Pages Including Cover Sheet 3 IF COMPLETE AND LEGIBLE INFORMATION IS NOT RECEIVED, PLEASE CONTACT: NAME: TELEPHONE NUMBER: Wisconsin Department of Commerce Safety and Buildings Division PRIVATE SEWAGE SYSTEM Count INSPECTION REPORT 4 j'r L te ( jii�, 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)]. �� Permit Holder's Name: / El City ❑Village ow of: State Plan ID No.: raH /if it A CST BM Elev.: Insp. BM El&.: BM Description: � � Parcel Tax No.: /0 �6� Li o TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic G (6 r too osi n I t o 16 . Aeration Bldg. Sewer 17 - 4 Holding St /Ht Inlet, TANK SETBACK INFORMATION St/ Ht Outlet TANK TO P/ L WELL BLDG. Air I to ntake ROAD Dt Inlet Air Septic l NA Dt Bottom /S 13.C Dosin �' y1 NA Header / Man. 1-4'a (Oro• Aeration < NA Dist. Pipe LAY X90 Holding Bot. System 3 •L8' I o r 0c. PUMP/ SIPHON INFORMATION �j'7 vn S �� Final Grade Manufacturer - I Demand 7 1. 4_,16 Gg /0 S--c# /p Model Number , r A a�7� b ig TDH Lift �03 Friction �� System TDH Ft Forcemain Length S ( Dia. F a i Dist. To Well SOIL ABSORPTION SYSTEM BED / RE Width Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth . - DIM EN N DIMENSION SETBACK SYSTEM TO P/ L BLDG WELL LAKE / STREAM LEACHING INFORMATION Type O / CHAMBER / I Q Mo I Number: System:rytOV� p' � 1 � OR UNIT DISTRIBUTION SYSTEM H ade / a ifold Distribution Pipe(s) �/ f x Hole Size Hole Spacing Vent To Air Intake Length Dia. Length —)7 Dia. ) Spacing �'— SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched _j Bed /Trench Center Bed / Trench Edges Topsoil E] Yes E] No E] Yes E] No COMMENTS: (Include code discrepancies, persons present, etc.) � 3d ao /a C�� ►� °C 1 revision req Ire ❑ Yes �No ther side for additional information. 1 /0 1Z 0 (R.3/97) Date Inspectors Signature Cert No Wisccnsin Department of Commerce PRIVATE SEWAGE SYSTEM County CROIX Safety and Buildings Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) sanita►B�t1N�.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: own of: State Plan ID No.: GRIFFIN, FRANK 1 Y ' tc��v Ci CST BM Elev.: Insp. BM EI v.: �AA.Description: Parcel �3�'1066- 50 - ?00 l D �1�2> C ► 1 TANK INFORMATION CD LE ATION DATA 06*& TYPE MANUFACTURER CAPACITY STATION BS HI I FS ELEV. ptic 11VV9Z; Ben °l. od O a Do si d)w{j. (o,SD J•��' I3 ld /O ..P Aeration Bldg. Sewer C - Holding St/ if inlet TANK SETBACK INFORMATION St/ Ht Outlet T TO P/ L WELL BLDG. Ventto ROAD Dt Inlet Air Intake eptic rt 1 per- fv �� NA Dt Bottom la /T S9 . Do' g Al ' NA Header /Man. Jn9• 2• X06 Aeratio NA Dist. Pipe 2 .9'Y gv l0('v • fo q Holdin Bot. System PUMP/ SIPHON INFORMATION ?. Final Grade Manufacturer ( Demand Model er �' - 0.' - J j�PM CST , S S pf (` TDH Liftj';.J Friction �� - System TDH t Forcemain Length 5 7` 1 Dia. ;2 `` Dist. To Well SOIL ABSORPTION SYSTEM BED71M Width Length 5 ` No. Of Trenches PIT No. Of Pits Inside Dia. Liqu d D D IMENSIONS DIMENS SETBACK SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING anufacturer: INFORMATION Type O CHAMBE Mo el Num er: Syste y� (� Sao I 7r OR UNIT DISTRIBUTION SYSTEM � Header / Manifold Distribution Pipe(s) x HotC ize x Hole Spacing Vent To Air Intake u Length Dia. �_ Length � Dia. �_ Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) IvH•3C> LOTION: S�RINGTIELD 3„ 629.15.- 454,NE,NW 2747 tow E�tUE .� 53 F&e_� �°vi S e we y 3 F ►� / � 5 ,� 9 goy ;0+ .(+� Plan revision required? ❑ Yes []No Use other side for additional information. F1 F Date Inspector's Signature Cert. No. SBD -6710 (R.3197) Safety and Buildings Division Vis SANITARY PERMIT APPLICATION 2 01 W. Washington Avenue In accord with ILHR 83.05, Wis. Adm. Code P O Box 7302 Department of Commerce Madison, WI 53707 -7302 • Attach complete plans (to the county copy only) for the system, on paper not less County than 8 vz x 11 inches in size. C/ -O/ x • See reverse side for instructions for completing this application State Sanitary Permit Number 3� LM 1 5' Personal information you provide may be used for secondary purposes ❑ Check it revision to previous application [Privacy Law, s. 15.04 (1) (m)]. _/ f Tt' W State Plan I.D. Number I. APPLICATION INFORMATION - PLEASE PRINT ALL INF RMATI N 11 Q -5:5_C9 Q Pro ertyOwne Name ( a Property Loca ion R I t va AIWA, S T .29 , N, R 1,5X(or(o Property Owner's iling Add Lot Number Block Number ==?Q &Ieos 1 v, n l Aot4.. d N. A. N l9• City, State Zip Code Phone Number Strb6vision rE qh ms II. TYPE OF BUILDING: (check one) ❑ State Owned E] it , . Nearest Road �1 El Public 1 or 2 Family Dwelling - No. of bedrooms 2 X Town O /�� III. BUILDIN USE: (If building type is public, check all that apply) Parcel Tax Nu ber(s) // . 6 1 [1 Apartment /Condo 1?0 a 9' 15 Q /7 4 1 - 50 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 online B, if applicable) A) 1. New ---- ------------- Replacement 3_ ❑ Replacement of 4. E] Reconnection of 5 [] Repair of an System _System __ _____________Tank Only______________ Existing System Existi - - - i q§ystem 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 9Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In- Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 43 ❑ Vault Privy 14 ❑ System -In -Fill VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Elevation le..'3 Feet 0`j 16,5 Feet VII. TANK Capacity INFORMATION in gallons Total # of Manufacture Name con Gallons Tanks Prefab. Steel Fiber- plastic App. New Existin Concrete structed glass App. Tanks - Tanks Septic TankoradoJclia / coo •0 - / ao 0 ❑ ❑ ❑ ❑ ❑ Lift Pump Tank 05iphen C-kaPibel 6:5 1 T 16 .5 o 1 A,4 ® ❑ ❑ ❑ ❑ ❑ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of th onsite ge system shown on the attached plans. Plum er's Name: (Print) Plumber's Si ature: ( S MP B sin ess hone Number: acl� +m 75 �l3.236- 6,3 Plumber's Address (Street, City, tate, Zip Code): IX. CO N Y/DEPARTMENFOKEONV (IncludesGroundwater ate i natur (NoStam [:1 Disapproved Sanit ry Permit Fee A roved Surcharge fee) pp ❑Owner Given Initial ,r� Adverse Determination o� X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBD- 6398 (R.11/97) DISTRIBUTION: Original to County, One copy To: Safety $ Buildings Division, Owner, Plumber Safety and Buildings 2226 ROSE ST LACROSSE WI 54603 -1905 Nvh4consin Tommy G. Thompson, Governor Philip Edw. Albert, Acting Secretary Department of Commerce December 01, 1998 CUST ID No.260751 ATTN. POWTS INSPECTOR ZONING OFFICE BOWMAN PLUMBING INC ST CROIX COUNTY 2819 KNAPP ST 1101 CARMICHAEL RD MENOMONIE WI 54751 HUDSON WI 54016 RE: CONDITIONAL APPROVAL APPROVAL EXPIRES: 12 /01/2000 Identification Numbers Transaction ID No. 195522 Site ID No. 164422 SITE: Please refer to both identification numbers, Site ID: 164422 L above, in all correspondence with the agency, St Croix County, Town of Springfield NE1 /4, NW1 /4, S30, T29N, R15W Griffith/Great American Homes FOR: Description: Mound Object Type: POWT System Regulated Object ID No.: 438691 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(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 12/01/1998 �. FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 &erardM. Swim' BALANCE DUE $ 0.00 POWTS Plan Reviewer - Integrated Services (608)785-9348, Mon - Fri, 7:15 AM - 4:00 PM jswim @commerce.state.wi.us WiSMART oodew 774 \v MOUND SYSTEM DESIGN �w v p Residential Application v INDEX AND TITLE SHEET Project Griffith naldy Owner Griffith /Great American Homes E Address 2007 Wilson Street ppAJVAt' W COM , ►HAS 5V15 Menomonie, WI 54751 NCE �,EE �URRt Legal Description NE,NW,30,29,N /R15W Township Springfield County St. Croix Subdivision Name N.A. Lot No. N.A. Parcel ID Number N.A i Plan Transaction Number Index and title sheet Page 1 Mound calculations Page 2 Mound drawings Page 3 Pres. dist. calcs. and laterals Page 4 TDH and pump tank drawing Page 5 Pump information Page 6 Site plan Page 7 Attachments -soil test (a,b &cof8) Page 8 Designer loretta /Jack owman License Number MP 5875 Signature Phone No. (715)235 -4634 Dat ov 17, 1998 Notice: Tampering with this file by unauthorized persons is prohibited. Deliberate modification will result in disciplinary action under s. 145.10, Wis. stats. Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. SBD- 10462 -E (R.05/98) Pagel 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) n Replacement system? Creviced bedrock site? n (y or n) Slope 4 % Wastewater flow rate 450 gpd 1703 Lpd Depth to limiting factor 25 in 63.5 cm In situ soil infiltration rate 0.5 gpd /ft 2 20.4 Lpd /m Contour line elevation 104.3 ft 31.79 m Use standard fill depths? x OR Design depth? in cm Place X in box tQ use standard depths (24 and A +4 inclusive) OR specify design rill depth. Center or end manifold a (c or e) Hole diameter 0.25 in 0.125, 0.156, 0.188, 0.219, 0.25, Lateral spacing 0.00 ft Use 0 lateral spacing for trenches. 0.281, or 0.313 inch only. Estimated hole space 3.00 ft Not a final calculation. Number of laterals 1 Pump tank elevation 94 ft Outside bottom of tank. Forcemain length 110.0 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 gpd/ft 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) 10.0 in 25.4 cm Sand filter Upslope fill depth (D) 12.0 in 30.5 cm Downslope fill depth (E) 14.4 in 36.6 cm Basal area required (gpd /infiltration rate) 900.0 ft 83.61 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 (In 10.30 ft 3.14 m Up slope toe length (J) 7.60 ft 2.32 m Down slope toe length (1) 10.30 ft 3.14 m Total mound length (L) 95.60 ft 29.14 m Total mound width (W) 22.90 ft 6.98 m Project: Griffith Transaction Number Page 2 of 7 MOUND PLAN VIEW observation pipes (typical) E22.9 ft A = 5.00 ft 1.52 m 6.98 m ::: : : : : : : : : : : : : : : : '°` " B = 75.0 ft 22.86 m L C W B J= 7.60 ft 2.32 m K I = 10.30 ft 3.14m K= 10.30ft 3.14m _ 95.60 ft 29.14 m typ. obs. pipe (anchored securely) I = down slope dimension = absorption cell (AxB) J = up slope dimension O = 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 c E = 14.4 in 36.6 cm invert 105.80 ft = - - - - -- - -- - - - - -- F 10.0 in 25.4 cm elev. 32.25 m F G = 12.0 in 30.5 cm T ASTM C33 H = 18.0 in 45.7 cm D Sand Fill E Sys. 105.30 ft + elev. 1 32.101m 104.30 ft contour 31.79 m elev. � 4 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: Project: Griffith Transaction Number: Page 3 of 7 PRESSURE DISTRIBUTION CALCULATIONS Absorption cell Inch-pounds Metric Width (A) 5 ft 1 1.52 Im Length (B) 75.0 ft 1 22.86 m Lateral specifications 1.0 Number laterals 1 Holes /lateral 25 holes / Lateral length (P) 72.00 :: ] ft 21.95 m�. ` 13 Hole diameter 0.250 in 6.35 mm Lat. dis. rate 29.13 gpm 1.84 Us Sys. dis. rate 29.13 gpm 1.84 Us Hole spacing (X) 36 in 91.4 cm Lateral diameter Pipe diameter Design options Design choice Designer must 1 in (25 mm) p, 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) 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 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 cap P Last hole drilled next to end cap IF X Laterals & force main mf 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) 72.00 ft 21.95 m Lateral spacing (S) 0.00 It 0.00 m Hole spacing (X) 36 in 91.4 cm Manifold length 0 ft 0.00 m Hole diameter 0.250 in 6mm Lateral diameter 2.00 in mm Forcemain diameter 2.00 in Project: Griffith Transaction Number: Page 4 of 7 TDH and Pump Tank Drawing Total Dynamic Head Operational head 2.50 ft 0.76 m Vertical lift 11.20 ft 3.41 m Are laterals the highest point in the Friction loss 1.62 ft 0.49 m system? Yes "X" here. x Total dynamic head 15.32 l 4.67 m If no what is the highest elevation Dose Volume downstream of pump? Dose is > ... 10 times lateral volume Forcemain drain Lateral void volume 12.5 gal 47.3 L back to tank? ("x' one) Minimum dose 125.0 gal 473.2 L x Yes Drain back 19.2 gal 72.7 L No Dose volume 144.2 gal 545.9 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 y alternate 4" vent pipe electric as per NEC 300 and E outlet Comm 16.28 WAC location 18" (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 94.6 ft C pump tank manhole = 4" (10 cm) off elev. 28.8 m minimum above finished grade D - vent = 17' (30.5 cm) minimum above finished grade 94.0 ft Pump tank elevation 3 " (75 mm) of bedding under tank 28.7 m bottom of tank Tank manufacturer Midwestern Precast Inc. Pump tank capacity 16.9 gal /in Pump tank volume 650 gal Pump manufacturer JZoeller Inches Gallons Pump model number 198 A 23.9 404.4 B 2 33.8 Alarm manufacturer IS.J. Electro C 8.5 144.2 Alarm model number S,J1� DirPensions 4 67.6 Project: Griffith Transaction Number: Page 5 of 7 Effluent and Dewatering Pumps MODEL 1i42" Nonautoma a1 • 115V- 1 PH -6 amps ® • Pumps down to of base P &W CAST IRON SERIES DR.fzz FR lu • UL 6', 3-wi po cord and • Corrosion resistant • Automatic ILITY PUMP • Oil- tilled motor 115 VoltlSingle Phase/6 Cycle, V4 HP • Rotary shaft seal • Oil - Filled Hermetically se ad motor • Thermal overload protected • Passes /ed sp re) • 1 Y' NPT vertical discharge with a • 1 W NPT garden hose adapter Rugged for housing. • Compact design will fit in a 6' • Efikdent r Heat dissipation opening • Engineelastic motor cover& base CAPACITY • Non-11o mpeller Engineered HEAD UNITSIIYIIN Glass HEAD UNIT IN Feet Meters Gal. Ltrs. • Aupthatic Reset thermal o verload Feet Meters Gal. Ltrs. 5 1.52 15 57 ote 3A 1.06 29.5 112 • UL Listed 9', 3-wire cord and plug 5 1.52 29 110 10 3.05 13.5 51.3 • Carbon & Ceramic Rotary Seal 10 3.05 25. 95 15 8.5 32.3 • Watertight neoprene seal between motor 15 4.57 10 66 20 6.10 2 7.6 and cover Stainless Steel Screws (No sheet metal 20 6.10 7 26.5 Lock Valve: 21' parts) Lock Valve: 22' "53" AST ON SERIES * / "57" CAST IRON SERIES ,rte "5 BRONZES ES * * / "59" BRONZE SERIES Automatic or Non - Automatic. • .3 H.P.,1 Ph.,115V or 230V. • Non - clogging vortex impeller design. CAPACITY • Passes % inch solids (sphere). HEAD UNITSIMIN • 114' NPT discharge. Feet Meters Gal. Urs. • float operated, submersible (NEMA 6) 2 pole me nical 5 1.52 43 163 switch. 10„ .3.05 34 129 • Automatic reset thermal overload protection. 15 . 4.57 19 72 • Stainless steel screws and switch arm. Lock Valve: 19.25' • Cast iron switch case, motor and pump housing. • Engineered, fillet' Impeller with metal Insert.' •'B motorand pwrw housing awttch em • Glass filled polypropylene base." • Models 55 and 59 have stainless steel handle & guard. tor and punw housing owilkhcaee, base 53 Series SC -442 5 and impeller 55 Series SB -4415 57 Series SC-2225 © Ann Canad rde A WINVE o 50 series Se -1115 Aeaoc approval M ner rraAM availatiN "98" CAST IRON SERIES • Automatic o Non -Automatic. Mom CAPACITY % H.P.,1 Ph., 5V or 230V. HEAD UNTTSAYIIB • Non - clogging vortex impeller design. AND SEwwx ® Feet Meters Gal. Ltrs. • Passes 14 inch solids (sphere). Os s sc2225 5 1.52 72 273 • 114' NPT discharge. 10' 3.05 On. 231 • Float operated, submersible (NEMA 6) 2 pole mechanical 16 457 45. 170 switch. 20 6.10 1 25 95 • Automatic reset thermal overload protection. • Stainless steel screws, guard, handle and arm and switch Lock Valve: 23' assm. • Watertight neoprene "Q' ring between motor and pump housing. Canadian Standards SA Ann approval avails' 811198, non - automatic, arguable packaged with a piggyback m mury float switch. Q �3 (o • r , k: x' k, : • :.:..: :.:...... ::.: ::.:»:.�: :::� .� ..., ......:.r:.�:::::::::::::::::.� ::.:.:. :::.:::...:.::::::.::.:. ......:•::..:::.:::::.:.......: •::::::.::::::::.::: ....:.,;.::::.. :. :t;•, .: •..'..::.:;•: xttti '} rt•:j � <;;:, : S:•;... :wa �dc....• �. �.»: i:. t� .u�uR::.,::,., ::::::::::: :.:::....... '\ ...... xtt::' �, nA> as ::::u.:.:.mxa::.,.:::::::::.:. :.:.v,f::.:::::,:.:.::3bY: 3e� \u F..+.r:.'�::::.t.:G"'p" ...tiC,:.:.x:....., HEAD /CAPACITY CURVE TOTAL DYNAMIC HEADXAPACITY PER MINUTE EFFLUENT and DEWATERING y T EFFLUENT AND DEWATERING �C WARNING: Model 185 should not be subjected to 34 less than 30 feet TDH. TOTAL DYNAMM READICAPAC TY PER MINUTE 32 EFFLUENT AND DEWATERING ,00 95 HERE° S7 0 i° 137 -139 161 163 165 185 108 106 lii 28 FT ..k(::: 04L w: OaLAib "16: at 11m, 04L Lk9:: OaL.Lk U :l.tt 0i l,ik: OaL L1t:: U Ltt.: s 1:s2: 43 16a 72 ..273 t o 3i./:: fob .401 6 1 22i: n ,23t. ss 2", t 46 155 :.k €: 26 700 10 3;6$s N 129; 61 ;231 71 .? 100 3i.0:: 61 231::: 61 .21t Se 229:: 160 l89: 151 372:: 05 15 49t is 72 45 x:170 N 44 45 91 W: 60 M.:, 60 W. 50 226:: 142 6R 145 ¢4O 24 °0 20 25 :. 95 36 1M. 02 110. 59 321: 60 227. ` 56 :22E:: 136 �:31l:�. 140 75 25 ib2` t U:: 74 299: 57 1t6: Si 243 56 :239:: 126 :491:: 133 503: 22 106 30 A14 65 249> 55 2M.: 56 220 90 :710 50 220:: 121 4W 127 7 40 ;124V 46 :17♦ K 1f . 55 RO6: 75 :363 58 126i 10S .397 i 114 if: 20— N so 1424'; 21 04: 3, 44 : 51 tlt S6 214 st 220: to ;}4t. 100 379: 65 165 s0 %20:: fs 57:- 47 W >6 1*, 59 429:: 7t 4d:: OS 32,:; 70 :#1,A4i� >' 30 tlt: 10 ;i:i4� u 1t7 s1 ap:: 70 :W:: a 55 W 3 i 16 53 .i::: 45 :19:: 26 199: SI :;204:. 16-- 90 4r,/Y:: 32 a0::.; 2 `:> 37 14 so 100 3046 1° ::60:x: 21 49.`: 14 45 Ito 3100% 7 �. 12 Leak V" ti.zs• b' 26' 56' 96' p' 7T Ill ' 112' . 1e 35 10 e ° zs 6 20 15 • 81 4 186 ' HEAD /CAPACITY RVE 2 5 4 9B 13 .13 0 57 Q .^ SEWAGE and DE A E 10 20 JO 10 50 60 70 60 90 107 110 120 30 140 150 160 so 160 240 320 400 460 560 640 WARNING: Model 293 sho not be subjected to 0 FLOW PER 66NUTE less plan 1 eat TDH. TOTAL DYNAMIC HEADICAPACITY PER MINU SEWAGE AND DEWATERING a 262 266 267 266 282 204 2 203 m 205 405• FT. M. L69 Gal Lts Gal Lts Gal Lin Gal LM Gd Lb " Lts Gd Ltn Gal Lt9 Gd Lts Gal Lts 5 152: 90 &11i:i: 484:: 128 .484.: 128 491i'. 130 492 160 `:.. 140 5S0 196 : 742:. 225 ::'852.; 400 1fi14':: 10 30S 60 22Y 89 89 33T: 89 33f 95 369 1 649 t24 .;; 181 :615' 205 :. 350 1825 16 tbt . 225 85, 50 i89: SO 50 189 63 23$::. 35 ''411: 106 >: 441 130 :4022 166 . 185 :700:: 900 1136 20 '' QitY 10 ,16 ::: 10 98`'.; 38i{ : 33 106 ;401 BQ ::333 119 160 >658 166 :; 636; 250 .91 &` 22 7S 25 2f2;: 76 ,':288 ; 68 .`''15T 106 01; 136 ; :¢t5 :: 153 :18a; 200 757 1. 7 0- : >::4„ 43 14s 47 ;7a 90 `a4D. 121 : 45 e 140 :133 150 '..558 20 5 40 4 2i9 ; 5 1L 50 ;189. 94 :::358 115 : >45:: 1a 50 '1524 is 58 .;220: 89 93T::: ss 60 1839: tb «x.14::: 59 229::: xxx 25 3 � 70 21,84:: Y 14 4s LodcValw 18' 21 21 S' 2i S' 26' 3 42' 62' 7T w' 12 40 33 s ,0 70 a 29J 23 6 262 264 y J 2 262 292 194 295 5 266. 67, 6 r jll � V T 4d ' W �9JJ 0 U.S. GALLONS 60 70 40 90 100 110 120 1}p +40 50 160 1701°01 200 21 220 21 240 250 160 170 60 290 300 310 3 0 330 34 350 370 360 390 400 41C LRERS ,0 20 >D 4 50 0 a0 160 240 320 400 460 560 640 720 100 a60 960 ,040 1120 1200 1280 1360 1440 1520 FLOW PER N E SITE PLAN ,Bowman Plumbing, Inc. Master Plumber No. 5875 N Griffith /Great w ' 2819 Knapp Street American Homes NE,Nw,29,29,15w Menomonie, WI 54751 Springfield township St. Croix county o (715) 235 -4634 c�. FAX (715) 235 - 3650 °� ' 1 GIR 3 vi, b7 LEGEND Scale 1 11 -40 1 except where indicated i System Elev. 1Q-�.3- on contour , 104.3- 2nd. BM: 103-6 top of steel post ` '0 O O o g A in `l.a�'i VVIsconsir. � of Industry, SOIL AND 511 It E V A L U A I IV Rt trull — T / %\ u ayIV -- vi 4,gbor g� . Man Relations r � \-•- \ : wf,ion a IrP & Buildings in accord with ILHFf 83,05, Wi Cods, '� CID .• mo Attach c :� ete site plan on paper not less than 8 112 x 11 inches in size. Pla t. Croix �nge+�t inclube, but not limM a vertical and horizontal reference point (BM), direction and % of s pps�i scale,or, RC # dimensi< d, north arrow, and location and distance to nearest road, ` 4 1066 -50 • i C'`` REVI BY DATE APPLIC SIT INFORMATION PLEASE PRINT ALL INFORMATION,�� PROPE ' INNER: /! PAOP /ITION �� Jot Reill ' VT. LOTlj'r! ;fly' ' T 29 N,R 15 6c(w) W GO PROPS ' 0WNER "S MAILING ADDREI $� la 8 LOT # BLOCKI atJB , NAME OR CSM # 53: :'usse Hy. ri na na 40 acres CITY, S" 1 ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE JJ10WN NEAREST ROAD Par Ride ILL. 60068 (312) 593-3773 S rin fif?ld 80•th. Ave. ( No :instruction Use (x] Residential I Number of bedrooms 3 Addition to exi sting building J Rol ement (j Public or commercial describe Code d ed daily flow 450 gpd Recommended design loading rate ___ .5 _bed, gpd /ft .6 trench, gpd /ft Absorp" area required 375 bed, ft 375 trench, ft Maximum design loading rate . 5 _bed, gpolft .6 trench, gpd /ft Aecom i+ U kifff ration su�ace elvation(z) 105.32 ft (as referred to !iite plan benchmark) Additioi design / site considerations s' stem el based oncontour Iipe of el. 104.32' Parent tE+riai pitted glacial drift Flood plain elevation, if applicable na It n so wq� Is for System CONVENTIONAL MOUND IN- GROUND PRESSURE AT•GFIADE SYSTEM IN FILL HOLDING TANK able for stem u s Cxu ®S 11U [IS ZU OS fr7U OS f7 OS ICU w SOIL DESCRIPTION REPORT w + Depth Dominant Color Mottles Texture Structure Consistence g��, Roots GPD /ft Baring # iorizon in. Munsell Ou. Sz, Cont Color Gr, Sz. Sh. Bed ITrunch %p .4 g xx 1 0 -8 10 r3 3 none sil 2msbk mfr cs 2f .5 .6 2 8 -22 10 r4 4 none ail 2msbk mfr qW I 1f .5 .6 Ground 3 22 -35 10 r4/6 none $i 2mgr mvfr gw na .5 .6 elev. 10 4 35 - 70 10 r4/6 c2d7.5 r5/6 sl 2mgr mvfr na na .5 .6 Depth to limiting factor � ss�� I ._J r� 4', marks: Boring # xf 1 0 -9 10 r3 3 Ir ;M none si7. 2msbk mfr cs 2f .5 t.6 i ,x 2 2 9 -18 10 r4 4 none sit 2msbk mfr if .5 .O 3 18 -39 10 r4 8 none sl lcsbk mvfr Qw na .4i Ground . 10 4 39 -50 10 r4 8 none is osq mvfr qw j na . 7 Depth to 5 50--70 10 r4 8 c2 7.5 r4/6 is os mvfr na na .7 .8 limiting Remarks: 7 Nar ..Please Print Gary L. Steel Phone: 715- 246 --6200 Add ress: 1554 2 t . Ave., Ney Ricbm W2. 54017 m02298 Signatur Dade: CST Number: 7 -12 -96 11, L THU 10:05 FAX 715 386 4686 ST CRX CO ZONING wi v0z rage 6 u CjV John Re illy SOIL DESCRIPTION REPORT 1 334-106 6-50 Depth Dominant Color MOWN Texture Structure, lConsiMnce Boun(Ify Roots GPD/fte- oring # rizon in. Munsell QU, Sz. Cont color Gr. Sz. Sh 2 10-20 invr'A/l n 10vr4Y4-- ']round ::1 20-25 10 r4 8 n !lev- na GPD/fte- z 7on Depth 7�sWnm [BC Bed TMr& 7 T7 3.12 ft. .j 25-58 10 r4 8 2 7.5 6 2mar Fn Depth to imiting imarks: Boring # 13 Ground elev. ft, Depth to firniting factor rimarks* Boring # Ground elev. ft. Depth to limiting factor - lemarks: Boring # 13� Ground elev. tt Depth to limiting factor Remarks: cl � RIC- �lli'I8i98 THt1 10:06 FAX 715 386 4686 ST CRX CO ZONING C�0 STEEL'S SOIL SERVIC Gary I `:steel 1554 200th Ave: CSTM; 6 John Reilly New Richmond, WI 5401 7 MPRS :3254 SE aNW S30 (715) 246 - 6200 town of Springfield N 1"= BM, i..op of 1k" pvc pipe el. 100' Alt i'M.= top of steel fence post el. 103.6' I' 1 P� `Y 0 Gary L. Steel 7 -12 -96 Wiscansifi Department of Industry SOIL AND SITE E V A L U AT I O R O. -1 / Page 1 of 3 I.abci aiN' Human Relations NF , - bivision of Safety & Buildings 1 ` in accord with ILHR 83.05, Wi A'i: Codes ' � ]5 9 Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Pla t include; but Gt. Croix not limited to vertical and horizontal reference point (BM), direction and % of s a scaleior , ,� # dimensioned, north arrow, and location and distance to nearest road. -w `` " `` 4 1066 -50 BY DATE APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION PROPERTY OWNER: PROP TN LOC ATION John Reilly GOVT. LM X - - 1TTQ'� ,fig T 29 N,R 15 F: (or) W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOC IF" St S . NAME OR CSM # 532 Busse Hy. na na 40 acres CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE 99OWN NEAREST ROAD Park Ride ILL. 60068 (312)693 -3773 1 0 4 'eld 80th. Ave. [ :4 New Construction Use [x] Residential / Number of bedrooms 3 [ ] Addition to existing building j ] Replacement [ ] 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 375 bed, ft 375 trench, ft Maximum design loading rate .5 bed, gpd /ft .6 trench, gpd/ft Recommended di flltiation silt ace elei/atic, - 0) 105.32 ft (as referred to rife plan henrhmark) Additional design / site considerations system el based oficontour line of el. 104.32' Parent material pitted glacial drift 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 fors stem El f3 U ®S ❑ U ❑ S �7 U ❑ S KI U ❑ S I U E] S au SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD /ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Tfendl >.....1.....• 1 0 - 8 10 r3 3 none sil 2msbk mfr cs 2f .5 .6 2 8 -22 10 r4 4 none sil 2msbk mfr 9W if .5 .6 Ground 3 22 -35 10 r4/6 none sl 2mgr mvfr gw na .5 .6 elev. 10 4 35 -70 10 r4/6 c2d7.5 r5/6 sl 2mgr mvfr na na .5 .6 Depth to limiting factor 35" Remarks: Boring # 1 0 -9 10 r3 3 none sil 2msbk mfr cs 2f .5 .6 2 9 -18 10 r4 4 none sil 2msbk mfr `w if .5 .6 L i 6 Ground 3 18 -39 10 r4/8 none sl lcsbk mvfr gy na .4 .5 1C$ V 8� t 4 39 -50 10 r4 8 none is osq mvfr na .7 .8 Depth to 5 50 -70 10 r4/8 c2 7.5 r4/6 is osq mvfr na na .7 .8 limiting fa%, Remarks: CST Name:— Please Print Phone: Gary L. Steel 715 -246 -6200 Address: 1554 2PQth. Ave., NeF Richmond, WI. 54017 m02298 Signature: Date: CST Number: 7 -12 -96 STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 John Reilly New Richmond WI 54017 MPRSW 3254 SE4�4 S30- T29N -R15w town of Springfield ( 715 ) 24 6-6200 t N 1' Bm.= top of 1 pvc pipe C el. 100' Alt. BM.= top of steel fence post C el. 103.6' P // 0 o` 5'3 ° I b3 P� m D / & V' N �0 �r 2 Gary L. Steel 7 -12 -96 .• ••• v ear. .�a.. P_03 STC - loo This application form is to be completed in lull end Signed by the owner(s) of the property being developed. Any inadequacies will only result in delays Of the permit issuance. Should this development be intended for resole by ow"or /contractor,(e house), then a second form should be retained and completed when the property' is sold and submitted to this office with the appropriate dead recording. owner of property t Location of property mz /4►vw _1 /4, Sectio � , T N - 15yr Township Springfield Mailing address 2272 area Point Ave. North Oakdale, W 55126 Address of site 60th Ave. Subdivision name N. A. Lot no N 4. other homes on property? yes Previous owner of property John Reilly Total size of parcel 0 Acres Oats parcel woe created Are all corners and lot lines identifiable, Yas No Is this property being developed for (sped 4ouse)1_Yes x No voluae /r ana Page Number of Deeds, as recorded with the Register ---------------•------------------- INCLUDE WITX THIS APPLICATION ?Rz po=WING: - A MARRAsTy 0880 which includes a DOCOefINT NUMICR, VOLUNg AMb PAGE certified survey, if available, I wou 4 be belptul o as D evoid delays of the reviewing process. If the deed description references to a Certified survey Map, the Certified Survey Map Shall also be required, PROPIRTY 0VMZR CERTIFICA=oN 1(we)certify that all statements On this form are true to the best of my (our) knowledge that t (w &) as fare) the owner(*) of the property described of the County Register of LA this information tore, by virtue of a warranty dead recorded in the of ice owe the pzopo Deeds as Document No. / c!� and that I (we) presently a n ftsd site• ror the sm"s fttpnsel .ysEan or I ( the e4 c onst r uc tio n eas ement, to run the above described property, for the crtion of acid syetes, and the some has been duly record d in the ttioe of county Rsgietsr of deeds as neeuaent 1 Signature of applicant & -A ��� !Cc- liaent /1� -� 7- 01-, e-� Date of Signature Data of gi gnatura Dec -07 -98 10-01A P.02 S T C - 105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNER - Prank Griffin ADDRESS 2272 Gros Point Ave North FIRE NUMBER N CITY /STATE Oakdale, M 55128 Z =p °+.13.28 PROPERTY LOCATZON: /4, SECTION-A& , T 9__ N-R - 1: W TOWN OF Springfield , St. Croix County, SUBDIVISION N.A. LOT NUMBER N.A. Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sccnor, if needed by a licensed septic tank pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. St. Croix county residents may be eligible to receive a grant for a maximum of 60% of the cost of replacement of a failing system, which was in operation prior to July 1, 1978. St. Croix county accepted this program in August Of 1480, with the requirement that owners of all new systems agree to keep their system properly maintained. The property owner agrees to submit to 5t. Croix Zoning a certification form, signed by the owner and by a mater plumber, Journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system IS in proper operating condition and (2) after inspection and pumping (if necessary), the septic tank is less than 1/I full of sludge and scum. I /we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system in accordance with the standards set forth, herein, as set by the Wisconsin DNR. Certification stating that your septic has been maintained must be Completed and returned to the St. Croix Co. Zoning O ice within 30 days of the three year expiration da e. SIGNED DATE : St. Croix cc. Zoning Office 911 4th St. Hudson, WI 54016 mmppa,-)a7l4 3TATF !AR ' or nsc Poem 1 -1412 OOCUIYENTNn MRI 1 / /�(09P[A'i _. .�. rwwu.. nr• - i�IU A _ .lehn >r A REGMTs OFFICE a � p y wT, - - - agv CO, m J �Rr• ane wnael. {o ��if n 1r c , n., t s, ,. . a y I r t 8 18 MCI CID A. r✓ y _ y 1 t . ....'�'. aRACA,Ai ca„ ritcaa.,a ORA snr. ir✓�,.,.neoeMb.a ftW mum in tF3a, 3tcenC Sdnc�f- � � t�sdn. w3 S'+ta lb 034 - 1066 -50; 034- 1066 -90 +� ;A •i c of Lng NMI/4 of Section 30 T pp t. CrnsY r_..�,.. I,.__ , Ow 29 North. As"SA i4 L7--* II y », '�muv"sln. - -- it y i ii�iael MYlAft hamummd b a Reel fl y x °'�M o o f d,. da,ans I( by am ......, ..�.;.R li y ®abru 97 y M plea] "��`�' rao " "'�, reiGTlCLlOpa and right$ -Ofway of eeaord, If any. y w A.D.. 1w/ — • aew •� O�t�ewwwvtlo 't+nvewaMwvmr....... tSlAU II yYnJrLyyR • 6�/.. r � qq H AUTMYNTICATION �i P=+f If � � AtaueYeT!►bbe� 41W OfllA,gy �' /. pp r p i'ivUS i o.,,.,....,., ciceeaaaeeaeeueuuacucennr� I1 ZIMu of W 1 latOeslr, 1 St-Croix itinonaly tame belmc a,e to abaft . Tn1+.+ F - f 7 7 .. ♦i , nneod 11 T1TLE: 111M11FR iTATR tae of wrcr�...�.. - - - 1 vy l rumAk Wi. s,an.) R � mi 1,110vA W b tbt OfIiDl1 _ trM HsNtMA r_M_ !nw•wfw. 16ft.rAl1 m Ind and Qwkdjt an �M16. Np h1�5 !!i&1'. NJ1j OAAF7ED Av I _Attorne griet Oviwna �± I Wl 54 0 1fi ::c:a., ?.,c. a be tu * M W%L ( atj�u+wiea 10 W tlfAniktud a Aek gal, ,e not tamm,wtan b OtM1C{ML Of IM «aA ... w w.... nww.nni'T GLFn i:••.NM W. 17 �W iiN �M MV