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HomeMy WebLinkAbout032-2127-50-000 0 rte° 7 M CD 0 � } AD . ƒ [ / o j 0 � 0 (0 k e $ \ & E § E < a 2 \ § C4 ` ` ® # D § r) / / k ; 0 ` Q $ § CD k 2 \ J \f § / ` g U)w 0 E # (D / > ¥ \ . 2 \ CD j / > 0 2 0- % OD & / \ / 2 § E r � C> ° i � � � o \ 0 0 0 �- 2 \ ƒ ƒ 2 §) \ [ \ \ ƒ / J ) k — — g D k } CL z i & z Q 0 \ > > o « . g § � § { CL "", _ 0 z / _ --I Cn ° , ` / z E 0 G , . T $ CD CL f / 2 . z � . k c � / c 0 % / 0 � Q 2 < / _o �% §� �\ . � • WisconSin Department of Commerce PRIVATE SEWAGE SYSTEM Count and Buildings Division Count St. Croix INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) SanitarxPWT Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). Permit Holder's Name: ❑ City ❑ Village ❑ To of: State Plan ID No.: Johnson, Gregory A. & Kerry D. Somerset'ownship CST BM Elev.: Insp. BM Elev.: BM Description: Parcel T L x No2127- -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 60;e V- Benchmark ,07. 02,ol jCD• o Dosing Alt. BM 6. 3P 9P n Bldg. Sewer Ing S /Ht Inlet TANK SETBACK INFORMATION t TANK TO P / L WELL BLDG. Air I nta to ROAD Air e Septic 3,p ' NA Dt Bottom ver , / , d �` F - S — Dosing NA Header / Man. y (, 16 P Z/ 3 � - Aeration N Dist. Pipe X00 _ Z Z olding Bot. System Z 9,S PUMP / SIPHON INFORMATION Final Grade Manufacturer Demand St cover Model Number �,? -GPM jo z y�� �p /0 <-) TDH Lift 3b Lrictio System TDH V t ead Forcemain Length ( Dia. Z" Dist. To Well SOIL ABSORPTION SYSTEM ( BEDY TRENCH Width Length No. Of Trench PIT No. Of Pits Inside Dia. Liquid Depth N I N G laa , / DI SETBACK SYSTEM TO P/ L BLDG WELL LAKE /STREAM LEA - INFORMATION Type of CHA ER / Y � U Num er. System: / UNIT DISTRIBUTION SYSTEM Header / Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length _ 7 / Dia. Z 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.) KG 1 7S Inspection #1: ( 1 / Id /0 0 Inspection #2: / ZSl c) Location: 1642 54th Street Somers t WI 54025 (NE 1/4 SW 1/4 9 T30N R19W) - 30 Wagner Estates -Lot 9 p hues ✓aho, tw /` � 3. 3S 99 0 1. Alt BM Description= = +0p 0� 2.) Bldg sewer length= /.s / 3, - amount of cover = --412 3� rl Joe S _ K 4 // t e- 4w �o u w, p elcr' U P 3.) contour= T 9. d P � (t m L e v 7v & M IC- r 6tvA. � 4& 4 v4 p, r►,� Uvitb 'N� Plan revision required? ❑ Yes No Use other side for additional information. ��— SBD -6710 (R.3197) Dat Inspectorq Signature Cert. No. I ADDITIONAL COMMENTS AND SKETCH ' SANITARY PERMIT NUMBER: t a 7 L IZ ISCALE 'I t i a I , jjj fl 3 Z � 3 { ( fd 3 B R I I Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.2 1, Wis. Adm. Code 201 W Washington Ave. "Wi sconsin See reverse side for instructions for completing this application PO Box 7 Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302 Department of Commerce (Submit completed form to county if not (Privacy Law, s. 15.04(1)(m)] state owned.) Attach complete plans (to the county copy only) for the s _r not less than 8 - 1/2 x I 1 inches in size. County ^� State Sanita Pe tit Number 11 Ch • i r i o r u p lication State Plan 1. D. Number +� h tom. ro '�� _T, . Mew / 11 O I. Application Information - Please Print all Information ' Location: Property Owner Name , Vt U N Property Location l.� r A 4' 4, 4). t I,C I/4 �1/4, S 7 T�,N, r W Property O er's ailing Address V:� Lot Number Block Number ST CNC,!X City, State Zip Code on "K)FFICE ! Subdivision Name or CSM Number II Type of Building: (check one) - �. ❑ City or 2 Family Dwelling — No. of Bedrooms: ❑ village O Public /Commerc' I (describe use): own of O State - owned Q III Type of Permit: Check only one box on line A. Check box on line B if applicable) Nearest Road S0 — Vg 5 4_ A) 1. P<ew System 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Addition to Parcel Tax Numbers System Tank Only Existing System 0 -,7, B) Permft Nurn6er 0 2 ,2 21 2- r SO —51- DmTtssued ❑ A Sanitary Permit was previously issued I ° l. 3�. l9. 11 3`l IV. Type of POWT System: (Check all that apply) A,— ilbo - ❑ Non - pressurized In- ground &<0und C3 Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade u u ❑ Aerobic Treatment Unit ❑ Recir u X lating ❑ Other" V Dispers reatment Area Information: 1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation Co at) 6or, . Cow 0 I_ 9�: f.2' �o /. , VI Tank Capaci yin Total of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed �- Tanks Tanks S i C fO1�J� f 255b L( J r - eSL - ✓ &a. ❑ ❑ ❑ ❑ A— go 7S b.A VII Responsibility Statement I, the undersigned, assume res on ibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) //- Plumb Si (n tamps): MP /MPRSS No 1 7 1S - - ,3g_ BBusinness Phone Numbe 4y fI I_ �V P I 9 Plumber's Address (Street, City, State, Zip Code) 10 70 7'EZ i0e iD l-St eO& #1,;V50 / VIII County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) Approved ❑ Owner Given Initial Adverse S charge Fee) Determination � J IX. Conditions of A /Rea for Disapproval: \Cie— q �ue.1/ (� cQ,�o.�ra -�. C�bti��� ��4 � ��r✓ SBD -6398 (R. 07/00) Safety and Buildings PO BOX 7162 MADISON WI 53707 -7162 TDD #: (608) 264 -8777 iscons i n www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary September 08, 2000 CUST ID No.827623 __� ATTN.• POWTS INSPECTOR �✓ �9lNIN G OFFICE MIKE MCDONELL �y `3 OIX COUNTY SPIA 340 PAULSON LAKE LN 7?' I \r�Ei�I�Q 1Y�1 ARMICHAEL RD OSCEOLA WI 54020 ;"_ HL�S N WI 54016 s , f 2000 RE: CONDITIONAL APPROVAL r ST CPUix Identification Numbers PLAN APPROVAL EXPIRES: 09/08 0 ZONING OPHCF ``~ Transaction ID No. 431188 \� Site ID No. 198008 SITE• �� ,` r_ �� Please refer to both identification numbers, Site ID: 198008, GREG JOHNSON above, in all correspondence with the agency. ST CROIX County, Town of SOMERSET; LOT 9 50TH ST NEIA, SW1 /4, S9, T30N, R19W Lot: 9, FOR: Description: NEW DWELLING MOUND 600 GPD Object Type: POWT System Regulated Object ID No.: 759039 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: • 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 08/23/2000 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 JAMES B QUINLAN , POWTS PLAN REVIEWER BALANCE DUE $ 0.00 Integrated Services (608)266-3937, 7:00 AM 3:30 PM MON / FRI JQUINLAN @COMMERCE.STATE.WI.US WiSMA'�cc! de cc: GREG JOHNSON Safety and Buildings PO BOX 7162 MADISON WI 53707 -7162 TDD #: (608) 264 -8777 ,sconsI n www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary September 08, 2000 CUST ED No.827623 ATTN. POWTS INSPECTOR ZONING OFFICE MIKE MCDONELL ST CROIX COUNTY SPIA 340 PAULSON LAKE LN 1101 CARMICHAEL RD OSCEOLA WI 54020 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/08/2002 Identification Numbers Transaction ED No. 431188 Site ED No. 198008 SITE • Please refer to both identification numbers, Site ID: 198008, GREG JOHNSON above, in all correspondence wiilithe agency. ST CROIX County, Town of SOMERSET; LOT 9 50TH ST NE1 /4, SWI /4, S9, T30N, R19W Lot: 9, FOR: Description: NEW DWELLING MOUND 600 GPD Object Type: POWT System Regulated Object ID No.: 759039 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: • 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 08/23/2000 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 JAMES B QUINLAN , POWTS PLAN REVIEWER BALANCE DUE $ 0.00 Integrated Services (608)266-3937, 7:00 AM 3:30 PM MON / FRI JQUINLAN @COMMERCE. STATE. WI.US 1 WiSMAR`coiie73 cc: GREG JOHNSON RECEIVED AUG 21 2000 SAFETY & BLDGS. DIV. MOUND SYSTEM DESIGN Residential Application INDEX AND TITLE SHEET G r �c �'e nsr -- Project •�Easei4rkeH -4 bedroom residential mound Owner Nottingham Development - Greg Johnson Address 14084 Square Lake Trail Stillwater, MN 55082 Legal Description NE1 /4SW1/4, Sec. 9, T.30N., R.19W. Township Somerset County St. Croix Subdivision Name Wagner Estates Lot No. 9 Parcel ID Number Part of 9.30.19.606 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 specifications Page 6 Site plan Page 7 Tum -up detail Page 8 POWTS management plan Page 9 Attachment: Soil evaluation repo Page 10 Designer Mike McDonell License Number 225036 Signatur Phone �( Phone No. 715 - 386 -8692 Date 8/10 /00 7 1 � r �� �/' Page 1 of 10 , i �iP • yp4�,"',� r MOUND SYSTEM DESIGN Complete red boxes as necessary. 750 gpd maximum design flow. Residential or commercial? C�(r or c) Slope 10 % Design flow rate 600 gpd Depth to limiting factor 31 in In situ soil infiltration rate 0.5 gpd/ft ` Contour line elevation 99.0 ft Use standard fill depths? x OR Design depth? in Place X in box to use standard depths (24 and A +4 inclusive) OR specify design fill depth. Orifice density 6.00 Orifices per ft` Center or end manifold c (c or e) Orifice diameter 0.125 in 0.125, 0.156, 0.136, 0.219, 0.25, 0.231, or 0.313 inc only. Lateral spacing 3.00 ft Use 0lateral spacing for trenches. Estimated orifice space 2.00 ft Not a final calculation. Number of laterals 4 Pump tank elevation 90 ft Outside bottom of tank. Forcemain length 9tl:8 ft Forcemain diameter 2.0 in 1.5, 2, 3 or 4 inch only. 2.067 in Actual I. D. DIAMETER CONVERSIONS 1/8 =0.125 1/4=0.250 SYSTEM SOLUTIONS 5/32=0.156 9/32=0.281 Design flow rate 600 gpd 3/16=0.188 5/16=0.313 7/32 = 0.219 Absorption cell Application rate & area 1.0 gpd/ff 600.0 ft` Linear loading rate (LLR) 6.00 gpd /ft Design width (A) 6.00 ft Cell length (B) 100.0 ft Depth of cell (F) 9.5 in Sand filter Upslope fill depth (D) 5.0 in Downslope fill depth (E) 12.2 in Basal area required (gpd/infiltration rate) 1200.0 ft Supporting components Topsoil depth 3.0 in Subsoil depth at center 9.0 in Subsoil depth at cell wall 3.0 in End slope toe length (K) 7.53 ft Up slope toe length (J) 4.50 ft Down slope toe length (1) 11.00 ft Total mound length (L) 115.06 ft Total mound width (W) 21.50 ft Project: Case Arkell 4 bedroom residential mound Transaction Number: Page 2 of 10 MOUND PLAN VIEW observation pipes (typical) FAI _ A = 6.00 ft 21.5ft :.:.::: A� B= 100.0 ft J = 4.50 ft I W B I = 11.00 ft K K =F 31 ft 1/6131 = 16.67 ft 1 - 61 ft typ. obs. pipe (anchored securely) I = down slope dimension = absorption cell (AxB) J = up slope dimension O = plowed area (LxW) K = end slope dimension 1W 6 " T MOUND CROSS SECTION D = in topsoil H subsoil cap E = Y 12.2 in lateral F 9.5 in invert 99.92 ft elev. :�: F G - 6.0 in ASTM Ca.3 H - 12.0 in y Sand Fill y sys. 1 99.42 ft a elev. 99.00 It contour 10 % ---� 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: System installation to comply with standards as specified in Mound Component M anual SBD- 10572 -P (R.E Project: Case Arkell 4 bedroom residential mound Transaction Number: Page 3 of 10 I PRESSURE DISTRIBUTION CALCULATIONS Dispersal cell Width (A) 6 ft Length (B) 100.0 ft Lateral specifications Number laterals 4 Orifice/lateral 25 holes Lateral length (P) 49.00 ft Orifice diameter 0.125 in Lat. dis. rate 10.30 gpm Sys. dis. rate 4 gpm Orifice spacing (X) 24 in Lateral diameter Pipe diameter Design options Design choice Designer must 1 in x Place X in red X' one choice 1 1/4 in x box of chosen from the options 1 1/2 in x x diameter. provided. 2 in x 3 in x Manifold diameter Pipe diameter Design options Design choice Arab 1 in x 'X" one choice 1 1/4 in x Place X in red from the options 1 1/2 in x box of chosen provided. 2 in x x diameter 3 in x 4 in x Distribution system contains: 4 Lateral(s) LATERAL DIAGRAM - CENTER CONNECTION Place correct lateral diagram by clicking in one of the drawings at right and dragging the diagram into this area. Force main connection via tee or oross to manifold at any point. Laterals are identical S3 I P O = Turn-up vufball valve or JE X—CIE x1JJm12 ;1 Laterals & force main of PVC Sch 40 cleanoutplug per COW Table 8420 -5 Holes drilled on the bottom of the lateral. Lateral length (P) 1$.00 ft Lateral spacing (S) 1 3.00 ft Orifice spacing (X) 24 in Manifold length 3.00 ft Orifice diameter 0.125 in Lateral diameter lin Forcemain diameter ZOO in Project: Case Arkell 4 bedroom residential mound Transaction Number: Page 4 of 10 TDH and Pump Tank Drawing Total Dynamic Head Operational head 6.50 ft Vertical lift 8.72 ft (�C Are laterals the highest point in the Friction loss 2.51 ft Z- system? Yes "x" here. L � Total dynamic head 1 17.73 3 If no, what is the highest elevation Dose Volume downstream of pump? C � Dose is > 5 times lateral volume Forcemain drain Lateral void volume 20.7 gal back to tank? (Y one) Minimum dose 120.0 gal x Yes Drain back 15.7 gal No Dose volume 135.7 Igal Typical Pump Chamber Layout In combination with state approved treatment tank. approved manhole cover with weather proof warning label and locking device grade levels junction box -� grade levels disconnect alternate 4" vent pipe electric as per NEC 300 and E outlet Comm 16.28 WAC location 18" min. wall of pump L apps 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 99.2 ft C - pump tank manhole = 4" off elev. minimum above finished grade D - vent = 12" minimum above finished grade 90.0 ft Pump tank elevation 3 " of bedding under tank at bottom of tank Tank manufacturer Weiser Concrete 12501750 combinatt IC Pump tank capacity 16.12 gal /in Pump tank volume 758 gal Pump manufacturer JZoeller Inches Gallons Pump model number 1137 c A 25.6 412.8 c B 2 32.2 Alarm manufacturer Levelarm E C 8.4 135.7 Alarm model number JDLV p D 1 1 177.3 Project: Case Arkell 4 bedroom residential mound Transaction Number: Page 5 of 10 HEAD /CAPACITY CURVE EFFLUENT and DEWATERING WARNING: Model 185/4185 should not be subjected to less than 30 feet TDH. TOTAL DYNAMIC HEADICAPACITY PER MINUTE N (Y S37f W r Cj W RTES 17 W t1S1 11 1)1171 I/OI/110 I {III I {i 1 {L 41 {] I {SMI {S IIL Ills I W /lif i W /111 111N 111 _ 111 /t. M. Gil. Lfn Gil, LLt, Gil. Ut Gil. LN, Gil . Ltf 041. LOt Gil. LOt Gil. lit Gil. LUt. WI, Lft Gil. Lim Gil . Lb, Gil . Let, Gil L" 1 4 S 1.33 161 Il 21 Sot U 111 12 721 Il 157 14 754 lot 441 $1 171 $1 In SI 220 Its SIT Its S17 is 111 42 10 I44 17.2 so 77 II 14 111 it 231 71 )110 00 341 100 171 61 Ut it 271 it n0 111 KI IS! ill U 171 135— IS 1 1.1 A IS 17 11 IZ IS lit M Z4Z 1) 114 11 t0 NY t0 171 St UI Ill 47 Ill IS il 70 9.10 2.S I I 11 2s 11 Jf J34 13 274 17 710 1 51 n7 60 22T SI Ill 171 Its 110 330 1 43 111 40 1 3 2s 142 1 33 111 74 100 it lit it 311 » f7t 123 414 U] SW IS ill )0 1.14 17 111 is 244 11 204 $1 121 f0 144 fl Ill IJI 4H 127 41 45 ill 40 1111 )0 111 44 174 44 117 IS lit If 211 $1 no 10f hl I14 QI /S 111 38 1 2 $0 1174 21 k 77 Ili $1 111 II 211 SI 711 10 111 100 371 4S Ill f 1121 IS it 41 All it III it 120 11 Ill Is 72 U 121 1 2 ]0 7134 )0 114 10 U 32 ill 11 113 70 205 43 171 3 191 10 24.33 14 13 4$ Ili 11 104 $4 101 4S Ill 115— 10 IIA7 — _ 72 111 I I 1? 110 /f 111 100 )GAS it u 21 71 40 531 34 lit 12.00 1 n 1 30 10 114 1 1 0 Ito ICU 21 n 32 105 1 130 Mu lzl Vdw' 71.r 11' 1175' IT 7P K' SC 1 ti' or I 11 f' 11' Ilr Ilr 100 30 95 28 90 186, 26 4186 85 165, 24 80 4165 75 0 22 70 y 20 a 65 z o 18- 60 163, 4163 189, a 0 55 4189 16 50 14 45 12 40 140, 188• 35 4140 4188 10 30 e 137; 4885 25 139 /7.73 ' 6 20 T, t) . . 15 4 10 2 5 43 48 161, 57,5 98 4161 0 U.S GALLONS 10 201 30 4 50 60 70 80 90 100 110 120 I 0 140 1150 160 LITERS 80 to 240 320 400 480 560 640 0 FLOW PER MINUIE 1 //.20poM. m;n uG009922 . 5t4,o�°Al /fie Note: For Head Capacity on Model 112, industrial column - explosion pr000f pump, see FMO219, ,9 • Ac�.(3. ToP afrK� ' Top .9{'A , l�.�e Flev`: /00.76 f e foxy. E/eiA = ia0. 00 • r I.h So%/ 06scrda P, E Pro(bs� / /S 0(o I,b ��Zda.�ion ly1 "x y9. o' /afar•e.Zs wig ►�" I- a / D /off. 5.� e oei4 s of .2 N "S,44c;�9. - --�• g3 2XiSnq�'u7Ce�rrC vO Prc t;w.;.titr re por;6 Gob 9 kZ oF'u]ayner. Wj -7f aF'Sorr+c,scE, S G, uJ /, Pro t oascd 42TO �aQ. ` Co., bina�bY+ 5.��,a C, \ 99QCo�fucr y" S CA. 4 o P. d C• Proposed. . bui /oli n 5a,..ur: � (� y balrr►t• r e d e.ic e . ^n ie C � a I s •3a- d¢ - ")ac- 7 /0 . I­ Access Box Threaded Plug Lateral Manifold Lateral turn -up detail Pg. 8 of 1C WisconsinDepartmentofCommerce SOIL AND SITE EVALUATION Page l of 3 Qivision of Safety and Buildings in accord with Comm 83.05, W is. Adm. Code • AC.E. Soil &Site Evaluations Attach complete site plan on paper not less than 8 x 11 inches in size. Plan must Coun ty 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. 032 - 2034 -95 1D #9.30.19.606 Personal information you provide may be used for secondary purposes (Privacy Law s. 15.04 (f) (m)). Reviewed By Date Property Owner Property Location Gay len Schilling, Buyer: Greg Johnson Govt. Lot NE 1/4 SW 1/4 S 9 T 30 N,R 19 W Property Owner's Mailing Address Lot # Block # Su id. Name or CSM# 498 150th Avenue 9 Plat Of Wa er Estates City State Zip Code PhoneNumber E] City Village ®Town Nearest Road Somerset WI 54025 715 - 549 -6173 Somerset 50Th Street New Construction � Residential / Number of bedrooms 4 ❑Addition to existing building Use: 17 Replacement ❑ Public or commercial describe Code Derived daily flow 600 gpd Recommended design loading rate °5 bed, gpolft .6 trench, gpd/ft Basal area required 1200 bed, ft 1000 trench, ft Maximum design loading rate .5 bed, gpd/ft .6 trench, gpd/ft Recommended infiltration surface elevation(s) 100.0' at 12" above 99.0' contour. ft (as referred to site plan benchmark) Additional design / site considerations Parent material Glacial till Flood plain elevation, if applica ble na ft S- for system Conventional Mound In Ground Pressure AT - Grade System in Fill Holding Tank U= Unsuitable for system El S® U ® S❑ U ❑ S® U ❑ S® U El S® U Cl S® U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD/ft Bonn Horizon Texture Consistence Boundary Roots 9# in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 1 0 -8 10yr3/2 None sl 2fsbk mvfr as 2f 0.5 0.6.. 2 1 8 -24 1Oyr4 /4 None sl 2msbk mfr cs if 0.5 0.6 Ground 3 24 -35 7.5yr4/6 None scl 2msbk mfi cw if 0.4 0.5 elev 96.15 ft 4 35 -52 7.5yr4/6 f2d7.5yr5/8 sl Om mvfi - - 0.3 0.4 Depth to limiting factor 35' Remarks: 2,..', 1 0 -10 10yr3/3 None sl 2fsbk mvfr as 2f,lm 0.5 „ 0.6 2 10 -18 1Oyr4/4 None is Osg ml gs lfm 0.7 0.8 Ground 3 18 -34 1Oyr5 /4 None is Osg ml cw if 0.7 0.8 elev 96.36 ft 4 34 -50 1Oyr5 /4 f2d7.5yr4/6 is Osg ml cw if 0.7 0.8 Depth to 5 50 -68 7.5yr4/6 None s Osg ml - - 0.7 0.8 limiting factor 34' Remarks: H #5 very wet, nearing n. No redok features unobservable due to very high moisture content. CST Name (Please Print) Signature: Telephone No. James K. Thompson 715- 248 -7767 Address A.C.E. Soil & Site Evaluations Date CST Number Ref # 340 Paulson Lake Lane, Osceola, WI 54020 5/8/00 3602 1228 • ft L •, CenGe�sf' F�4e 1,9 0.76 f �bo�. Elcl� - i0�.G� ,�. So ;l 06serr/a &an P, E Ele d2,6 11) ■ g 3 ��'s�{,'nq duce / ne /v c/ �igac I � ■ Qy oF'Gc�avnev P � o�'Som+cr.scE, 5 �. C'roir Co, u.Ii b s o " 30, Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General The mound septic system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall be maintained in accordance with component manual SBD- 10572 -P (R.6/99). All local and/or state rules pertaining to system maintenance and maintenance reporting shall be complied with. No individual should ever enter a septic tank or pump tank as dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manholes risers, access risers, and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8 inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The operating condition of the septic tank and outlet filter shall be assessed at least once every two years by inspection. The septic tank contents shall be removed when the sludge and scum in the tank exceed 1/3 the liquid volume of the tank. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code, by an individual certified to service septic tanks under s. 281.48, Stats. If the contents of the tank are not removed at the time of a biannual assessment, maintenance personnel shall advise the owner of when service will be needed to maintain less than 1/3 scum and sludge accumulation in the tank. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated. The addition of biological or chemical additives to enhance septic tank performance is generally not required. If such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every two years. All switches, alarms, and pumps shall tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System Trees or shrubs should not be planted directly on the mound. Plantings may be made around the mound's perimeter. The mound shall be seeded and mulched as necessary to prevent erosion and provide some degree of frost protection. Traffic (other than for vegetative maintenance) on the mound is not recommended. Soil compaction may hinder aeration of the infiltrative surface within the mound and will promote frost penetration during cold weather months. Cold weather installations (October- February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220mg/L BOD5, 150 MG/L TSS, and 30 mg/L FOG. Influent flow may not exceed maximum design flow specified in the permit for the installation The pressure distribution system is provided with a flushing point at the end of each lateral. Each lateral should be flushed of accumulated solids at least once every 18 months. A pressure test should be performed with the results compared to the initial test taken at the time of system installation to determine if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner. Levels above 4 inches indicate an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring become defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept.wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location. Toe leakage will be eliminated by increasing the basal area of the system. Excessive ponding within the dispersal cell will be eliminated by removing biologically clogged adsorption and dispersal media and replacing said components as deemed necessary to bring the system into proper operating condition. Questions on the operation or maintenance of the system should be directed to your county zoning or health inspector. Pg. 9 Of 10 Wisconsin D �partment of Commerce SOIL AND SITE EVALUATION Page 1 of 3 ivision of Safe and Buildings in accord with Comm 83.05, Wis. Adm. Code A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8% x 11 inches in size. 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 locat! ' to nearest road. e Parcell.D.# APPLICANT INFORMATION - p /use pi _032 2034 - 95 ID#9.30.19.606 Personal information you provide may be used for daq%pGrposes (P - Ogcy L viewed By Date * - zwo Property Owner " '- ` `._ °:.; props Location Gay len Schilling, 13 er: Gre John Govt: La NE 1/4 SW 1/4 S 9 T 30 N,R 19 W on Property Owner's Mailing Address ± . t LF Lott _. Block # Subd. Name or CSM# 498 150th Avenue C i;.: -9 1 Plat Of Wagner Estates City State Zip de `Phon _qNuiiibeh' ❑Ci ❑ Village Z Town Nearest Road Somerset WI 540 ". 715 �4�f33'� Somerset 50Th Street ❑ New Construction Use: ❑ Residents , I 'Uit * of field 4 ❑Addition to existing building ❑ Replacement ❑ Public or comme cnbe Code Derived daily flow 600 gpd Recommended design loading rate .5 bed, gpd/ft .6 trench, gpd/ft Basal area required 1200 bed, ft 1000 trench, ft Maximum design loading rate .5 bed, gpd/ff .6 trench, gpd /ft Recommended infiltration surface elevation(s) 100.0' at 12" above 99.0' contour. ft (as referred to site plan benchmark) Additional design / site considerations Parent material Glacial till 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 0S z u ❑ S❑ U ❑ S z u ❑ S ®U ❑ S U ❑ S® U SOIL DESCRIPTION REPORT Boring# Horizon Depth Dominant Color Mottles Structure GPD/ft in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench 1 1 0 -8 10yr3 /2 None sl 2fsbk mvfr as 2f 0.5 0.6 , 2 8 -24 1Oyr4 /4 None sl 2m mfr cs if 0.5 0.6 Ground 3 24 -35 7.5yr4/6 None scl 2msbk mfi cw if 0.4 0.5 f elev 96.15 ft 4 35 -52 7.5yr4/6 f2d7.5yr5/8 sl Om mvfi - - 0.3 0.4 Depth to limiting factor Remarks: -- - - - Z 1 0 -10 1Oyr3/3 None sl 2fsbk mvfr as 2f,lm 0.5 0.6 5 2 10 - 1Oyr4/4 None is O sg ml gs lfm 0.7 0.8 Ground 3 18 -34 10yr5/4 None is Osg ml cw if 0.7 0.8 "} elev 96.36 ft 4 3 10yr5 /4 f2d7.5yr4/6 is Osg ml cw if 0.7 0.8 Depth to 5 50 -68 7.5yr4/6 None s Osg ml - - 0.7 0.8 limiting factor RemarkS --H #5 very wet, nearing on. No kdo features unobservable due to very high moisture content. CST Name (Please Print) Signatur Telephone No. Jam�K,. Make 715- 248 -7767 Address A.Cvaluations Date CST Number Ref# 34ane, Osceola 54020 5/8/00 3602 1228 PROPEWryOWNER: Gaylen Schilling, Buyer: Greg Johnso SOIL DESCRIPTION REPORT ,22s Page 2 of 3 , e1RCEL LD.I 032 - 2034 -95 I13#9.30.19.606 A.C.E. Soil & Site Evaluations Depth Dominant Color Mottles Structure GPD/ftz Co Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. nsistence Boundary Roots Bed Trench 3 1 0 -9 10yr3 /2 None s1 2fsbk mvfi as 2f 0.5 0.6 , S� 2 9 - 20 10yr4 /4 None sl 2msbk mfr cs if 0.5 0.6 Ground elev 3 20 -32 7.5yr4/4 None s1 2msbk mfi cw if 0.5 0.6 5 99.26 ft 4 32 -46 7.5yr4/6 fZd7.5 r5/ scl Om mvfi - - NP 0.2 Depth to limiting 5 46 -70 10yr5 /3 mId7.5yr4 /6 sil Om mfr - - NP 0.2 factor 3 Remarks: 4 1 0 -7 10yr4 /2 None sl 2f cr mvfr as 2f 0.5 0.6 2 7 -16 10yr4 /3 None sl 2msbk mfr cs if 0.5 ! 0.6 S� Ground elev 3 16 -31 7.5yr4/4 None sl 2msbk mfi cw if 0.5 0.6 96.49 ft 4 31 -68 7.5yr4/4 99 vrS/R scl Om mvfi - - NP 0.2 Depth to limiting factor 31" Remarks: Ground elev Depth to limiting factor Remarks: _ Ground elev I Depth to limiting factor Remarks: (tt L. (S. 7roPafM� To�oo�y�" pl. 303 4eneep+sf• � lev` =ioo76 f e,ba�. Elea` = ��•a S 6 So;l 04serd6 4,on P, E Deda,600 Pia 5-&1ee ■ 83, ex,S�.7Fence/ne J c/ N 814 7► e orb f Lod 9 Ala - 6 oF'u ayne1- ES - 7;C of Snmv SC �, 5 �. cro; L'v ccJ l y y. ov ' eon t�cc r l t ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Ir Le Z Mailing Address / D S Property Address V22 �! (Verification required from Planning Department for new construction) City/State 1, Parcel Identification Number 03 2- 7 n3q _9 5__ LEGAL DESCRIPTION Property Location � r /4, S�c� /., Sec. 9 T O_ N -R _Zy w, Town of �mc�r5 Subdivision Lot # Certified Survey Map # — , Volume . . Page # Warranty Deed # (09© 2 ' Volume SE Page # Spec house O yes 1210 Lot lines identifiable 2-yes O no SYSTEM MAIN'T'ENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance . consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system% can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masWplumber, journeyman plumber, mtricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tangy is less than 1/3 full of sludge. Vwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wiscons'r 30 stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning o ffice within �� Ol the y iration date. --� 15 v c) SIGNATUR = , CATION I DATE OWNER I (we) ' that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the pr rty d crn abo e, by virtu_ a of a warranty deed recorded in Register of Deeds Office. -1-- SIGNA OF PLICANT DATE « « « « «« Any information that is mis- represented may result in the sanitary permit being evoked by the Zoning Department. « « * « «« «« Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed V4!. 1 538na 444 629042 STATE BAR OF WISCONSIN FORM 2 -1999 KATHLEEN H. WALSH Document Number WARRANTY DEED RE OF DEEDS This Deed, made between Nottingham Development, LLC, RECEIVED FOR RECORD byGreg Johnson, its sole member, 08-30 -2900 9:30 All WARRANTY DEED EXEMPT A Grantor, and Gregory A. Johnson and Kerry D. CERT COPY FEE: Johnson, husband and wife, COPY FEE- TRANSFER FEE: 167.70 RECORDING FEE: 10.00 -- PAGESt 1 Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in SL Croix County, State of Wisconsin (if more space is needed, please attach addendum): 'y) Z ZA Z J " Recording Area Lot 9, Wagner Estates in the Town of Somerset, St. Croix County, Name and Return Addres Wisconsin, DAVID J. -STREEN 304 LOC T. HUDSON, W1 54016 (, -76 032.2034- 95;032- 2035.10 Parcel Identification Number (PIN) This is not homestead property. 0E) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this day of August , 2000 No Development L • �Zre ohnson sole m her AUTHENTICATION ACKNOWLEDGMENT Signature(s) Nottingham Development, LLC, by Greg Johnson, STATE OF WISCONSIN ) its sole member, ) ss. County ) otpenI t day of August z000 Personally came before me this day of I(: the above named y �irtsttsiand' 0 TIThFC: FrI STATE BAR OF WISCONSIN to me known to be the persons) who executed the foregoing (If not, — instrument and acknowledged the same. authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY • _ - -- Attorney Kristine Ogland Notary Public, State of Wisconsin Hudson, WI 54016 My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) -) Names of ersons signing in an capacity must be typed or printed below Their sig nature. «mm on Pd--I, Comoero. FV4 dw L ist, VIA P g B P' Y YP P g 1100855.2021 WARRANTY DEED STATE BAR OFWISCONSIN FORM No. 2 - 1999 I 4 R E TATE OF THE SW1 /4 AND IN PART OF THE NE1 /4 OF THE 'N OF SOMERSET, ST. CROIX COUNTY, WISCONSIF (� I i SECTION 433 S ' 8 "E 1996 ,38' 1 19 8 x x x x x x x x — 312.83' x 8 ®18 .. .. '+ .. ., „+�r�'1 � r.;• .�� � ^�+ r ! fit` Fa K —" 171 B -20 A B -19 16 8 B 169 A 277 41ACRES 199539 60 FT � i 7 � ,► i I1 5711 SIFT { . B -17 O, 268 EASEMENT �'/ H,W.L, I 882,0 l 2423 TOPO = 91 1 3.012�ACRES 4 .. ! .. t ............... 1 31.21 1;,O , FT 20' 4 Standard Erosion Control Plan F�a w for 1 & 2 Family Dwelling Construction Sites .U Actxixriing to' Chapters ILHR 20 & 1 df the Wisconsin Uniform Ow !I Code, a sort erosion contra l plan needs <to:be submitted and approved prior to the >issuance of building pexmits!for 2 faituly dwelling units in those junsdictions where the soil erosion control provisions o €:the Uniform Dwelling Code: are enforced.: This Standard Erasion Control Plan is'provided 10, assist in meeting this requirement Sutldxig inspectors !rave authority to regxest ertston ctantrol xneasurs not speafieaily required by C+Qde when such measures are deemed. to meet the Code's overall perfbrmance; Standard of keeping tart site Construction projetS that disturb more than 5 acres, ar axe pert of a development that disturbs more #han S acres, : i are also required to obtain a construction site storm water discharge permit ::from the Wisconsin Department of Natural Resourt�es I Applicant: '4r r Name Daytime telephone number Street address, cityjdp code landowner. �Girr►�. Name Daytime telephone number Street address, city, zip code Location of the building site (complete as appropriate): 114.) S(c) quarter of Section �, Town 3 0 N., Range 19 LO . Lot Block — 5 ni vet . & P aZZ - V 50 "L' 5 - L)r cScmtr5R Street address Instructions: 1. Complete this plan by filling in requested information, marking (./) appropriate boxes, and completing the site diagram. 2. In completing the site diagram, give consideration to potential erosion that may occur before, during, and after grading. Water runoff patterns can change significantly as a site is reshaped. 3. Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, the DNR Wisconsin Construction Site Best Management Handbook, and UW - Extension publication Erosion Control for Home Builders can be referred to for assistance in completing this plan. The Wisconsin Uniform Dwelling Code and the Wisconsin Construction Site Best Management Handbook are available through State of Wisconsin Document Sales, 608/266 -3358. Erosion Control for Home Builders (GW0001) can be ordered through Cooperative Extension Publications, 608/262 -3346. 4. Submit this plan at the time of building permit application. i Check l) appropriate banes below, and complete the site diagram with necessary information: ro de. ti� V� CP °� site Characteristics U North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways. 63 l:" Location of existing drainageways, streams, rivers, lakes, wetlands or wells. O'� li' Location of storm sewer inlets. El" The adient and direction of slopes before gr adi ng gr p gr ng operations. 1 The gradient and direction of slopes after final grading operations. Location of existing and proposed buildings and paved areas. 0 C" Overland runoff (sheet flow) coming onto the site from adjacent areas. �/ Erosion Control Practices fez ❑ Location of temporary soil storage piles. Note. Although not specifically required by Code, it is recommended that soil storage piles be placed behind a sediment fence or more than 25 feet from any downslope road or drainageway. 8 Location of gravel access drive(s). Note. Recommended gravel drive design is 2 to 3 inch aggregate stone laid at least 7 feet wide and 6 inches thick Drives should extend from the roadway 50 feet or to the house foundation (which ever is less). 13"' ❑ Location of sediment fences (filter fabric fence, straw bale fence) or vegetative strips that will prevent eroded soil from leaving the site. ❑ GY" Location of sediment barriers around on -site storm sewer inlets. ❑ 9?" Location of diversions. Note. Although not specifically required by Code, it is recommended that concentrated flow ( drainageways) be diverted (re- directed) around disturbed areas. Overland runoff (sheet flow) from adjacent areas greater than 10,000 sq. ft. should also be diverted around disturbed areas. ❑ Ca' Location of practices that will be applied to control erosion on steep slopes (greater than 12% grade). Note. Such practices include maintaining existing vegetation, placement of additional sediment fences, diversions, and re- vegetation by sodding or by seeding with use of erosion control mats. ❑ G;K Location of practices that will control erosion in areas of concentrated runoff flow. Note. Unstabilized drainageways, ditches, diversions, and inlets should be protected from erosion through use of such practices as in- channel fabric or straw bale barriers, erosion control mats, staked sod, and rock rip -rap. When used, a given in- channel barrier should not receive drainage from more than two acres of unpaved area, or one acre of paved area. In- channel practices should not be installed in perennial streams. ❑ ❑ Location of other planned practices not already noted. -Site Diagram - Note: Any base map of useable scale can be substituted for this sheet. � n I i Site Diagram Legend Please indicate north direction PROPERTY SILT LINE FENCE by completing the arrow. � �'� _ EXISTING STRAW r DRAINAGE BALES -+ TD TEMPORARY io¢'1 GRAVEL I DIVERSION T FINISHED TREE l � -r DRAINAGE PRESERVATION I LIMITS OF STOCKPILED GRADING TOPSOIL VEGETATION O SPECIFICATION Scale AREA 1 inch = feet Indicate management strategy by checking (V) the appropriate bane 0 Management Strategies Ur"' ❑ Temporary stabilization of disturbed areas. Note: Although not specifically required by Code, it is recommended that disturbed areas and soil piles left inactive for extended periods of time be stabilized by seeding (between April 1st and September 15th), or by other cover, such as tarping or mulching. 2 Permanent stabilization of site by re- vegetation or other means as soon as possible. ❑ Use of sum � downspout a p ump extensions. Po � P P P outlet Note: Although not specifically required by Code, it is recommended that flow from downspouts and sump pump outlets be routed to stable areas such as established sod or pavement. ❑ 12' Trapping sediment during dewatering operations. Note: Although not specifically required by Code, it is recommended that sediment -laden discharge water from pumping operations be ponded behind a sediment barrier until most of the sediment settles out. [sue Proper disposal of building material waste so that pollutants and debris are not carried offsite. Maintenance of erosion control practices. • Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half the barrier's height. • Breaks and gaps in sediment fences and barriers will be repaired immediately. Decomposing straw bales will be replaced (typical bale life is three months). • All sediment that moves off -site due to construction activity will be cleaned up before the end of the same workday. • All sediment that moves off -site due to storm events will be cleaned up before the end of the next workday. • Gravel access drives will be maintained throughout construction. • All installed erosion control practices will be maintained until the disturbed areas they protect are stabilized. i Agreement: Y hereby certify that T understand the construction site erosion control provisions of the Wisconsin Uniform Dwelling Cade, and that I accept responsibility for carrying out.the above emsion control Platt as approved by the code enforcement authority. SignAire of pliant Date ' A publication of the University of Wisconsin- Extension, Ron Stress, UWEX Water Quality Education Specialist (12192). This publication may be freely duplicated Additional copies are available through the UWEX Environmental Resources Center, 216 A Hall, 1450 Linden Drive, Madison, H7 53706 6081262 -3652. g , -• en" ta r To re 6a r• urrre 9z. of ra �C -Q access drive 0 co lob S�Ke. 1 �- 89 T 6t 5.e e. Ad 'F 40� SFc�b�lian• 5/ 10 yoP ✓.c. �z \ ♦ elcv F- orC.e.rK�t�n. ��P Q \\ • �oC�- T'c-o�/Or`bp PO os-ed retz'74onarea 6dem. A � ScA /e � U \ 111 Cc \ Propos mound 4X �_ �• �;d� f�'xm ' a6sorP6 on ce P ro seO� w���� —+J• AL& c/S 0.f /1't V90 �uJ.C/a o „Sdt 40 !?✓.e t ld c17 S"t� r.. \ 0 eace PropoStcl S.T.14d . : /Op s of /.29'0 �;l( na 6 d, s rycd. 10 �4� Cs � do C. /y �. 3877 Per m&x 4e'e, Sfa6l l i i ur� o f ;tt 'Ev6e Com p/eikd 6 y re v c {d� 5'�.t b cvScv 3.9, T, 3o�.r� /9�, areAS b Seadl / n ( � c� rra 8 fra;r;e f /o�Us T, ar" e�nzei . S � 56 . eeX �' cc� /, (�p» L'p'r✓)P1Le, Y1 or �`gy�Sf/uG6YJY�. per, d y, .3 /9,,Go7E 7 of /O 10/24/00 08:25 FA.K 851 7,11 97,67 JMK SALES COMPANY 001 SECTIAN: 220.040 - FM041 [ :4�, %TV�G:4dPS � r '.`l,! ,� ..:': ��� : I �° � ' • �' 0337 Product information — rte✓• Li,�x ::tom �O 1 - presa5ted here refle a:. ,�!; , c 0/ � d `.�, O906 condit at time 0 J-. ! t!nn. Ccnsalt ` ~` icgar$iY d screpan :: ": 16347• LDLisv1, KY 40256.0347 nc anslstern:ies• I `°=�' ;vrr TO: 'E:42 (:ar,', tun Road • l.ora'sviAe, KV 4772 ±9.1W - _ - --- jr{tp: /!NN'W.L•OlI:G '.• �.r.'. rcnm 77s -27 ° , n ;q') 92a - FLIMc • FAX (50�) 774.3624 COMPAFF't THE SE FF- AtURES ft* 737 Cast Iron Series Mwel 137, Alt n,�• t iron. ASrM case 25, 260obotensNe �7 7 Bronze Socawr C strsnryth. � Wood 139, se br (For Amp Aeiix Idendficetian see m & Views 0062) • tit gilled, hermetic', ly serde�, • Autorn0c reset thl rrr,.Fl co., -!na d Drct Non Ciagatng vorb x f r raction an sine ph? • n'rer des riot. sag; • Float ope?eted 2 p Is (Automatic Lilts, only) E� • Durable cast const uu`lon, oast svriich case, rn;imv and p w op housing, base and Ini ►r. No 6 loet r ," par;, t1 w& (If FOR SEPT!� TAl'rK. - LOW PRESSURE WIPE (l_PP j conmde. AND ENh1ANCEU FLAW STEP SYSTEMS St Ideas size! sor :W5. u, ^ +t �', h li,oie, gua ', iAd _r!o z.nc S'2J! EFFLUEN assembly. ,S`SA114 Oil lubricated bear ng 1 1 j , OR bE!NA.TcRIRii P,! P3 rM6,T €RA I • UI •fisted 3-wire nr upran'3 ,r,rd si+d Ong. SUi3MFIRSIBLE 10 ft, standard for iAo 1 .m rc. i « / J , r j 1 /� NPT CiSCHARGE ,.Zavo 15 ft. standard for ionivtunatic. r FA+wxEPSA . • ;arbon and ceran is shefr seal. • Maximum temper; cure: fzr effl:eiN - i � t � c dr o [ f 2 • '�l n„� 11�'Ir�81 dr...atering --'30 . -4 ,,. (..l' 1 ,+ 137 • ?0 • W :,Ides,1 725 F P� L. Passes 518 inch s ,lid (g;,hesct • No screero to clt y ° 1'/." NPT Dischar. a (1'4" x T 1'V(" 2r!b17ter ", ng Included with Bf: and SF m_�e' ;; • Unpoirrt - -10" i $p0i�it -2� ". ' eke: The sizing of t m: u4it s -- irmlt level tog cmt! N and pr.-ridy:rizO;.Mins ix, ach' e required puml „y rycias. 1 AVAILABLE SYSTI PAS: ` SIMPLEX AND L JPLEX 8N. • Vortex Type Impeller PACKAGED SY TEMS VARIABLE LEV1 ^ ^1611-0 @vcTek✓te _ DESIGNED FOR FIEA • -' "" „ r' ' I i Model SN137 r � MAN. To: P.0. BOX 16347 Lou 016, KY 40256 -0347 SNIP TO: 3649 Carte Run Road Louisvik, KY 40211 -1861 (502) 778.2731.1(600) 926 -PUMP MODELS AVAILABLE FAX (502) 714 -3624 • Automatic • Nonautomstlo Manufacturers of. , . • 1 /2 RIP., 1 Ph„ 115\ M208V or 230V t •'k KIP., 3 Ph„ 200 -24BV, 230V. or 460V " Qvaurr P21 91NCE /x973 ` • Nor! 6ae hxk pmWfoi Ul. &C3A L%ZC& HEAD CAPACITY CURVE 4 MODELS 1371139 FL b�trrn Gal Ltra. t�s lie 11 7. - Zgl� e ig 30. _ • � . I a Is 16 4. 0. 2S — r — _ d 242 1 '7�•\ ` �� 1 r X15 te � 8_ I 20 2, 6.10 36 1 e� Locic' / vaiw ot6 16 I 4 10� _ _ � .. I }T � • . •.U.y t k i I 2 iT I L e L 13 o to 3o ea ju do .1.1 _ -- - N5 10 20 3.1 r ..r TIMS so 1110 240 320 1 `� 1 I SKM W.._.. il _I I CONSULT FACT oRy FOR SPECIAL APPLICACI INS ni�mnc an= a,rall2hia In 200igw. 230V or 466V. . Variable level control swishes are available for mtroBing single and three • Three phase r - -- - 4 i e:..' Sys`.::+rs. • Elect! t alfenrlir; *r d ^i ;f sySIM. ,n . a�si'ac'w t rl s<�plie I' f" • Double piggyback variable level float NUtes are available for variable an War- level controls. • Mecharucai aher nators, for duplex sy stems, are ava�ahle with or without . 3ver 101 130l (54 °0.) special quotation required. alarm swhohzs. • R.ef&" to F'Oq"Aa for 91X° r' apngaF:tions. . simple: F"r - I - : aieavaiiablefor 1 OF-se pllinp. • Control alarm systems are available for phase pumps. 1;7 Series 47 it)%. 139 5 - 61 lbs, SELECTION GUIDE 51 l Scal — =" ! -nAlo m°rnanirar ewlrh nn PAP m2I mntrol required. Model Yolts•Pn !dodo pmPe sielp4ax OUplcx eSA UL 2 single pigpyhac+ .%:loofa k+velioat ewfra ti: r'uuhle piggyb6o%var a level h1137l139 1 i6 1 Auq 10.7 1 Pr188 — Y Y v r !bet switch, Refer t0 FMGei7. Ni971139 �i iSiS • -T— r - a jCy aflematgr M Pak 10-0072 a 10-0D75. Refer to FPAC° `. A uld 5 115 1 1G,7 n Y r 3. M 0137114. S'u#ex thf%* phase control pens , Refer to A11228. 37 - rru , _. ,•••• "^' r '! 3 - 'F�i. 1�' " "C. mf Jel Or clF.+"d�aw•em iwr t-rall 134 2110209 1 Auto 6,2... 1 &8 ". n 37na9 200 x8 • 1 Non .. s2 _• �a7 3g5.ae Y N 6. Variable level cft�I5wi�; h 10. 0225 us�JatA s:.1trolaetivator,spec3fydupler • J137ri39 _ 200206 3 Nan U 4 334or586 Y (3) or (4) iloeteystenl is? 3 2 3 - Non 23.. e< or 5" N N 7, Few. (4) hole J-PBk, Junction box, for uratertlght Connaction for hardwired 3197, Ain Sit — 4 .rte a Ran 1A 4 .. N. N sknpiaxaperation,l 490 . -T -- B. Two (2) hole J-Pak, for wafer art harsxrer. r crr- Pdon or tI,0 't0 OODS. Nomddadplug - si%wvuybeoksmtchIncluded. Pumps mustbe operated InuprightMOON CAUMN Three ptfese unite rerx4re a mnbai swltchta aper" en eldetrrsl mapnalic iwntaclor. �tbn of controls, protection devioe9 and wiring shouts be, done by a qualified licensed electrician. At eleeb'ical and safety codes should be For Irlrom anon on Wrtional Zoeller procllab loror to aetata9 on Pigg."beck Venable Level Roet followed Including the most recent National Saddc Code (NEA and the Switches, FUD477: F.WV W Ahem r, FM0439; tlrechunl6al Aftemetor,11,104%; Alarm ?=896 o Sdety and Healtll Act (OSHA). FM0732: and 3UmN&Wv JPaslr P -V 4 " , / o�c�rarll� 011"11AISRr -n DESIGKI 4 /D,1 For unusual conditions a reserve safety factor la engineered into the design of every Zoeller pump. r 2?l i J�vn U - - = : .- Mvru!acturwsd.. LouiS'Af% KY 40268-0347 8jWp T0: 9649 Coo Run Road p m 1a vifie KY 40211.1961 iurrf +/W .5 / 9 (502) 770-2731 - I (W) 629 -PUMP ht tp9AvWw.z aahe r.com FA Xf302) n4 3824