Loading...
HomeMy WebLinkAbout022-1012-80-100 n 2 0■ n e j J/ 0 ° r E $/ 8 Q § m 2 R § \ - k 3 \ § 2 » ° § $ CD f � / ¢ © /§ƒ K% e i § / . � k }� k \ A \ I �. . » u 0 0 0 o, Oro \ k k �� .� / } (A CA CA A § \ 7 v o w 2 § f 2 cc ■ % 4, I i 2 0 \{ \ ! { ;o ; CD E m g \ \ § CD � to 0 ■ � { \ �$R ; cn ` ■ M $ ] « § CL z CL k � 2 # § /22�7\\\� . CL ) 2 c 6- C<D $ 2 - 0 = =® f(a a& }3 0m 0 � , o -= ƒ \ /_[ \ §@ /{ R ow, 6 § � _ aKE� ƒ%\ \� i J% c :-j D o m 3 *- :mi;me 7 }CL s. �� � ƒ / CR = h) z § Aa2®EE }\ 9 / /k�� k � ®a a � ■ o N . � 7? C, � 2 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Divipi6n INSPECTION REPORT sanitary Permit No: 430615 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Uetz, Tom I Kinnickinnic Township 0 Z2- 101 2 --j'-/ 0j CST BM Elev: Insp. BM Elev: BM Description: S 6 ' Sectionrrown /Range /Map No: dp r'J C"j 6�ee - 05.28.18. 7 TANK INFORMATION ELEVATION DATA 0 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic S v Benchmark -z 4 /�. lkS Dosing Alt. B 03 !'/• loy Aeration Bldg. Sewer 5.8Z Holding St/Ht Inlet TANK ETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet �- Septic — '4s' ^'f Dt Bottom Dosing �, ... .� Z Z( � Header /Man. 9 Aeration Dist. Pipe N 6 SoJ+ nrw Z.2 tar•8� Holding Bot. System E°.M k w v,•1• 2.9 lor.a9 � � Final Grade \ PUMP /SIPHON INFORMATION 4. 1 .0 1 Co9 Manufacturer Demand St Cover 1 - kel S GPM t Model Number w E C-- 6-6 2L e, b✓�d ✓r 3- ' TDH Lift Friction Loss System Head TDH Ft n1 s - - 1 . I L.S 7 - 0v �_ r� �,,.,, `'>t.o /v`�o too_ao Forcemain Length Dia. � Dist. to Well Pjo+ 006 s: �1', ,._� I Z .•- sU S r�w�PS� Sw �.$ SOIL ABSORPTION SYSTEM ' 04P `W.4&— 13ED/TRENCH Width M Length ,� No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth pU'.9ENSIONS (� /60 � SETBACK SYSTEM TO BLDG WELL LAKE /STREAM LEACHING Manufacture INFORMATION CHAMBER OR Type Of System: 30 �- 3 (� > lc�U N ( UNIT Model Number. DISTRIBUTION SYSTEM �,. °,•� k o p o2, L o-1 l Header /Manifold Distribution r A z a.- p w�- -► �(,,, x Hole Size V4 x Hole Spacing x Vent to Air Intake Length_ Dia I t�Z P ng Dia /- I Spacing 3. U ��- SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded T Mulched Bed/Trench Center / , V Bed/Trench Edges / . o Topsoil b , ' S Yes No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ! j•Inspection #2: 7 Location: 1093 Cty Rd N Roberts, WI 54023 (NE 1/4 SE 1/4 5 T28N R18W) NA Lot 4E P I O �.-) v Parcel No: 05.28.18. 1.) Alt BM Description = f3o 4 W 5 d''�� S.w k►. ,,. s+ S W moo• - w.A^r Of ka ,d, I D lc� � � l 2.) Bldg sewer length = 2 5 ' r� tLQ - amount of cover = 7 - 9' y' 4- o-k- c +k4- 4 k- Plan t6 .�{ b•�.�✓ Z. 4:r• Use other side Re No side for additional information _ �" - Date Insepctor's ature Cert. No. SBD- 6710(R.3/97) �� +` � 5 f> o C-vD1 �O�y a I IC7�-L-SID -r-vvr waconsin ueparnenn or h.:Onvnerce O%JI L- C V t%L- V h r h V r r I ♦L-I vI X I raw f _ w __a_ Division of Safety and Bum in accordance with Comm 85. Wis. AWL Code county Attach complete site plan on paper not less than S V2 x 11 inches in lime_ Plan must induce. that not 1'rnited to veAcal and hail reference poet (BMA di ecim and PaNcel I.D. pendent slope, state or dmensions. north arrow and Moation and dhstance to nearest road. /kil.(r Date Please taliiafiotmat�oa. Personal:ronuaaon you wwids malr re it �r r~ lPr i► tai.. a ,act (1) trnn)), c �4 2/ Property Owner Property Location GovL Lot wl-- 114 114'S S T N R /,,p E (or )g Pity Owners Mailing Address 9 Lot S Bhx* 8 Subd. Name or CSI M Zhp ❑ Cily ❑ % RTown Newest Road L �• 7 S"�.2 S = Q"New Construcion tkm [a'Resideniat ! Murnber of bedrooms Code derived desgn Bow rate L2le GPC ❑ Replacement f / ❑ Public or aarrneroal • Desalm Parent rrratetral �.r fi:.R f'�i` L S' 8 .� 7t Flood Ptah devatiarh if appicable .. ft. Genera convaentr. ,mss F/I ❑ M W aPit Grand surface deV. IL Depth to inih0 ledff � in- q iorh Rab Horizon Depth pprrnard Color Redor n F 4 r, ip fir, n TeA re Mmc%xe Consistence Bourulary Roots GPDJW in. MASS" Qu, SL CanL Color Gr. Sz. Sh. _ 'ElM 1 092 _ L z,*, f act' F -T - L - — sL 11CA&K v es — .7 F— soft# zl 8' De to No bcW .2 in- Sol Horizon Depth in To tae Sbucium Consistence Boundary Rook GPDW in. 'or Gr. &- Sh. 'Etft1— 'E1M2 L F /d' jrgoor 4 0AV F 3 Ettuent #1= BOD, > 30 M matt. aM TSS 1-30 < 1W myl � = 80D 30 m911 -and TSS < 301npIL~ " PS tl'leam P&M CST Nhrnber 'T:AZ�2 -2 d Address Fogerty Plumbing & Perk T 'pg � Dole Evska ion Telephone Number 28288 McKenzie R ` Property Owner Parcel ID # , - Page of [] Boring ❑ Boring # 3 Pit Ground surface elev_ _„__ ft. Depth to limiting factor 2 2 in- Soil Applica Won Rate Texture Structure Consistence Boundary Roots GPD/ff Horizon Depth Dominant Color Redox Description 'Eff#1 'Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. . G .7 E] Boring a Boring # Pit Ground surface elev. & Depth to limiting factor m • - Soil Application Rate Horizon Depth Dominant Color Redox Description Texture SVuciure Consistence Boundary Roots GPD�F in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EfHf1 'Eff#2 ❑ Boring # Boling Ground surface elev. _ ft. Depth to limiting factor in. Pit Sal Rate on Texture Structure Consistence Boundary Roots GPDM` Horizon Depth Dominant Color Redox Description 'Eff#1 'Eff #2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Effluent #1 = BOO, > 30 < 220 mg1L and TSS >30 < 150 mg/L ' Effluent #2 =-BOD, < 30 mg /L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 6084ZW319 or TTY 608- 264 -8777. SDD•9330 (R.6/O0) r Fogerty Plumbing #221180 28288 McKenzie Rd. Spooner, WI 54801 (715) 635 -9609 47 YE W = aAC e = feud! GeT cmvv 1 � t P�! X M d Af Z /AxO Safety and Buildings Division City 201 W. Washington Ave., P.O. Box 7162 isconsI n Madmen, W1 53707 - 7162 Sanitary Number (to be filled in by Co.) Department of Commerce (W8) 266-3151 _ 15— Sanitary Permit Application state hen I.D. Number GO/ 774 �r269 In accord with Comm 8321, Wis. Aden. Code, personal information you provide Ole may be used for secondary purposes Privacy Law, sl5.04(lXm) Project Address (if di thhan� atklress) I. Application Information -Please Print All Ia on RE (� Property Owner's Na me � p 1 2 X 003 Parce � X012 �b Z Lot� B lock - � Property Owner's M ailing Addres 2 SY , CROIX cFF1GE Property Locationl1�',(' 3 / ZONING O v u, „Q_C:7 %,Serbon S ciity,sttaate Zip Code Phone Number ty /`!�'' l/U`..� (circle one) II. Type of Buildin (check all that apply) 3 A may,° _ E oeV (all or 2 Family Dwelling - Number of Bedrooms y �p iH r �Jh r sldL/ Subdivision Name CSM Number ❑ Public/Commercial - Describe Use ^ � 7 7 Q U ❑ State Owned - Describe Use 2)151 -, C iO Q7 / - ity ❑Village Prownship of W ZS a� A _ M. Type of Permit: (Check only one box on line A. Compl line B if ap 'cable) A. RNew system ❑ Replacement ys p System ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS em: (Check all that apply) ❑ Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil ft < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter El Constructed Wetland 11 Pressurized 1n- Ground ❑ Holding Tank 11 Peat Films ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Lear]ling Chamber ❑ Drip Line ❑ Gravd4ess Pipe ❑ Other (explain) V. DispersaVrrelitment Area Information• , D .SR.,t, d_ — Design Flow (gpd) Design Soil Applicati te(gpds0 Dispersal Area equired (sf) I Dispersal Area (SO System Elevation A/ , 0 e S .y 1,0 RIC lSa� mo lam" e. VI. Tank Info Capacity i6 Total I Number Manufacturer Prefab Site Steel AW Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks G 4 - I AV Septic oM4oMft4-dt Dosing Chamber _ I VII. Responsibility Statement I, the undersigned, assume responqbQy for installation of the POWTS shown on the attached plans. Plumber's Na me (Print) Plumber's Si gnature MP/MPRS Number Business Phone Number Plumber's Addre ss (Street, City. Stdie, Zip Code). Fogerty Plumbing & Perk Thing 6 5 - 1 — Y2 — Co Appro , ��1 Sanitary Permit Fee (includes Groundwater Date 4sued Agent o ) i Surcharge Fee) � 3 �j1 � � � 2 / p O c ❑ Owner Given Reason for Denial VV a Ix. Co itinn�of An easons for Disapproval ,L-za_� YSTEM OWN M � ark, effluent filter er and dispersal cell must all be serviced 1 maintained � � Jn �(� AQAlyrtt'1 as per management plan provided by plumber. 2. All e ack s 'requirements musl D e man amed NJ $M 1 t.5 c>,(prrX_ ?,cD <-U as per applicable code /ordinances. 3, 3 —� cf lqS Vt6Vl� o� S� ltrl Ca►'ne✓ �Otr� S Attach complete plans (m the County a*) for on pa >)nt less e s 11 ids �siu 00 , o t 1, - � 0 L PZ-A? /t VST G'(�0 ` zlJ ,vt 6lGt 1 3� S/C AA _,q/ �kV A J E _ -- . J t Y Z Page 8 of 8 Soil Test Site Plan For: Fredrick Lenertz Lot 4E NEl /4 -SEl /4 Sex. 5 T28N -R18W Kinnickinnic Tnsp. - StCroix Co. 0 20 40 Grow Beak 0%4 1 meh - 40 tt Co. Hwy. N #1= Top of 1 "PVC Pipe. Elev. =100' > 100' To Co. A B #2 = Top of I "PVC Pipe. Elev. = 99.00 l Rd. N Proposed 4 Bedroom Home posed 4" Proposed Wieser As 3034 Bldg. Concrete 12501750 S r Pipe gallon Combination Tank w/ Zabel A -100 ,� i ok V Filter Proposed 2" Sch. 40 Force P Main 3� P <-, — Proposed 6x100' Mound Cell w/ a System Elev. of 101.08' ,ao 98. - ---------------------- - - - - -- 81- -- - -� io, • 99 .00' - - -- ------------------------- 100 .00' ---------------------------------------- - - - - -- 1 ? Note: Maintain well and waterline setbacks per Comm 83.43(8)(1) �� PIE ST. CROIX COUNTY WISCONSIN ZONING OFFICE IINNMN N■ Nl.p ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 (715) 386 -4680 • Fax (715) 386 -4686 EROSION & SEDIMENT CONTROL PLAN Parcel #05.28.18. Pendin For Lot 4E, 1093 Cty. Rd. N. (Kinnickinnic ) — owner(s) Tom Uetz Under St. Croix County Zoning Code 17.70(3)(b)5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance." Comm. 21.125 also requires the building permit applicant and/or landowner to follow erosion control procedures and maintain them until the site has been stabilized. The owner is responsible for notifying all contractors performing construction on this site that an Erosion Control Plan is in effect and the following activities will be required in order to maintain compliance with the plan: 1. The primary source for construction site runoff will be the house foundation excavation, driveway, and any soil stockpiled until final grading and stabilization is complete. Septic system excavation/installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Plan to apply seed and mulch as recommended in #5. Maintain existing vegetation wherever possible to minimize sediment movement off site. Surface drainage is to the north, with >175 ft. to a road ditch on County Rd. N. 2. Create temporary diversions graded ALONG CONTOUR between excavation areas and any potential receiving waters (this includes road ditches) by routing contaminated runoff into vegetated buffer areas on owner's property. Do not allow diverted runoff to be directed onto neighboring properties. (Refer to specification sheet for Temporary Diversions provided by Zoning Dept.) 3. If builder /excavator grades the site to create temporary diversions (see #2) to contain sediment and leaves adequate vegetative cover to protect areas of concern, installation of silt fence MAY not be necessary. Silt fence or other approved sediment control products will be required if sediment cannot be contained on owner's property with diversions and vegetative buffers. The POWTS inspector and/or building inspector will evaluate ESC plan effectiveness and make recommendations to owner for any action required to comply with applicable regulations. 4. Construction equipment and vehicles must utilize a stabilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that access the property during construction. This helps avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. Property owner must repair damage to ditches resulting from multiple access points and sediment tracked on public roadways must be removed at the end of each workday. 5. Stabilize new topsoil cover over septic system with seed and mulch immediately after installation — do not wait for final stabilization and/or landscaping of entire site to cover exposed soils on the system. If weather will not permit seed germination, a heavy straw mulch cover will prevent erosion until grass /vegetation can get established. Erosion control matting can be applied any time of year and if installed properly, will provide protection even if seed germination is delayed. The owner of record during site construction will be responsible for compliance with the ESC Plan. Please feel free to contact me with questions regarding erosion & sew nt co of i lation. , Prepared by: Pamela Quinn, Soil Erosion Inspector #665054 Owner acknowledgement of ESC Plan requirements: '—/—/2003 Safety and Buildings 10541N RANCH ROAD HAYWARD WI 54843 TD #: (608) 264 -8777 N VIscons►n www.commerc .wis ons www.wisconsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary November 26, 2003 CUST ID No.224059 ATTN.• POWTS Inspector ZONING OFFICE KEITH E STONER ST CROIX COUNTY SPIA 23220 WOOD CREEK RD 1101 CARMICHAEL RD SIREN WI 54872 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/26/2005 Identification Numbers SITE: Fredrick Lenertz Transaction ID No. 946246 Cth N Site ID No. 668701 Town of Kinnickinnic Please refer to both identification numbers, St Croix County above, in all correspondence with the agency. NEIA, SETA, S5, T28N, R18W Lot: 4E, FOR: Description: Mound 600 gpd. Object Type: POWT System Regulated Object ID No.: 932325 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: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" Version 2.0 SBD- 10691 -P ( N.01101) and the "SSWMP Publication 9.6, "Design Of Pressurized Distribution'Networks For Septic Tank- Soil Absorption Systems." • Comm 84.10, All materials used in this installation shall conform to the provisions of this chapter. 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. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this �? review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address t � on this letterhead.` The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation intenance of the POWTS. ti Sinc e Fee Required $ 175.00 G Fee Received $ 175.00 / G r Balance Due $ 0.00 Thomas E Devereaux Plumbing / POWTS Reviewer II , Integrated Services (715)634-3026, 7:15 am - 4:00 pm Mon. - Fri. WiSMART' code: 7633' tdevereaux@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 D. B. Fogerty, Fogerty Plumbing & Perk Testing, Inc. MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Fredrick Lenertz 4 Bedroom Mound Owner's Name: Frederick Lenertz Owner's Address: 220 Livestock Exchange Bldg. St. Paul MN 55075 Legal Description: NE1 /4 -SE1 /4 -Sec. 5 T27N -R18W Township: Kinnickinnic County: St. Croix Subdivision Name: Lot Number: 4E Block Number: NA Parcel I.D. Number: Plan Transaction No.: Page 1 Index and title Page 2 Data entry r• Page 3 Mound drawings •° T 1 r% Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications ��<:,, �,.• HS` 'L�"t�r'S Page 8 Plot Plan %11SCOly � nmutao �7 s Rt�U STONER / 75 siren ? yt Dhsigr*r: Keith E. Stoner License Number: Designer# 1575 -007 ''••... 11/12/03 Phone Number: (715) 653 -2324 SIGNER ����.�``° rpimntu�n Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01181) Version 3.11 (R. 06/01) Page 1 of 8 Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 400.00 Estimated Wastewater Flow (gpd) Table 83 -44-3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of - 36 inches_ 600.00 Design Flow (gpd) 8.00 Site Slope ( %) 99.00 Contour Line Elevation (ft) 11.00 Depth to Limiting Factor (in) 640 In -situ Soil Application Rate (gpd/ft Distribution Cell Information 100.001 Dispersal Cell Length Along Contour (ft) = 6. 001 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest oint in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) c Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation ft 4 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) (e.g. 0.25) 3.00 Estimated Orifice Spacing (ft) = 9.38 ft /orifice 2.00 Forcemain Diameter (in) 200.00 Forcemain Length (ft) Does the forcemain drain back? Y 81.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 32.62 Forcemain Drainback (gal) 19.75 Vertical Lift (ft) 90.45 5x Void Volume (gal) 3.05 Friction Loss (ft) 123.07 Minimum Dose Volume (gal) 29.30 Total Dynamic Head (ft) 26.36 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 x 1.50 x x 1.25 x 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1250.001 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Concrete Imanufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 773.76 Dose Tank Capacity (gal) JZabel Filter Manufacturer 16.12 Dose Tank Volume (gal /in) 1& 10 0 Filter Model Number Wieser Concrete Manufacturer Project: Fredrick Lenertz 4 Bedroom Mound Page 2 of 8 Mound Plan View • ' • • ' . 1 /10 : ' : ' .Observation Pipe Q J :rte TT -� B 0 ' . ... ............... .............. ... ........... ... - -.. ... ... . .. ............... ... ......... .... ..... L Mound Component Dimensions A 6.00 ft E 30.76 in H 1.00 ft K M12.35 ft B 100.00 ft F 9.50 in 1 15.22 ft L ft D 25.00 i G 0.50 ft J 8.17 ft W ft N 600.00 (ft z ) Dispersal Cell Area 2121.71 (ft) Basal Area Available -00 6.00 (gpd/ft) Linear Loading Rate 1 10.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.88 (ft) — --► � .fffflfffff 2 ffff {ffl,, :, j I F : !! ........ Dispersal Cell 101.58 {ft) Latera 101.08 (ft) --1 rr Invert Disp Ce ll t leva€ tlon E D J ,! .�. ,.. 3 ..: �. •. < X , 7, .4,.1.•.x. s - i ti i� - ,{ , s. { = i.,�,. 1 s s s }. s a { {{ {. s) s a a, i a 1 ? �{ s {, s - s s s at} s ~. a s - {, s s i ,{ 1� {. {, i. i sl4'I { ' —►.Jal —i�' 99.00 (ft) Contour Elevation 8.0 %Site Slope Geotextile Fabric Cover F11 ME Shading Key 0 S I _ Dispersal Cell r See lateral details on Topsoil Cap c a 1.5 ft p m „ Page 4 for number, size, © Subsoil Cap 0 c .� and spacing of laterals. ASTM C33 Sand ar ,_ F Laterals are equally Tilled Layer c N 0.5 ft �c T ypi cal Lateral spaced from the w a 51 q distribution cell's ` � . Aggregate �r o ”, 5 yy°' centerline in the l — A ---} distribution cell (AxB). Project: Fredrick Lenertz 4 Bedroom Mound Page 3 of 8 Center Connection Lateral Layout Daigram Force main connection via tee or cross to manifold at any point. Laterals are identical �f •= Turn -up wlbsll vahre or X --- *IFxf2 I xf2 +) Laterals & force main of PVC Sch 40 claanoutplug per COMM Table 84.30 -5 Hales drilled on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 3.18 ft Lateral Length (P) 49.29 ft Orifices per Lateral 16 Lateral Spacing (S) 3.00 ft Orifice Density 9.38 ft 2 /orifice Lateral Flow Rate 6.59 gpm Manifold Length 3.00 I Ift System Flow Rate 26.36 gpm Manifold Diameter 1.5Q iri Total Dynamic Head 29.30 ft Forcemain Velocity 2.69 ft/sec Dose Tank Information Locking cover with wanting label and locking device and sealed watertight Electrical as per NEC 300 and --� Comm 16.28 WAC 4 in. min. Disconnect Tank component is properly vented 4E Alternate outlet location Forcemain diameter Wieser Concrete Manufacturer 2 in. Capacityl 773.76 Gallons Volume 16.12 gal /inch A _ Weep hole or anti- Dimension Inc Gallons B siphon device A 28.37 457.25 C B 2.00 32.24 Pump off e levation (ft) C 7.63 123.07 D 10-001 161.20 D Total 48.00 773.76 il 4 Dose tank el 8 1 . 01 3" Bedding un er tank. 8 1.00 Alarm Manuafacturer S. J. Electro Alarm Model Number Pump Manufacturer Goulds_ Pump Model Number 1388 WE05HH Pump Must Deliver I 26.36 gpm at 29.30 ft TDH Project: Fredrick Lenertz 4 Bedroom Mound Page 4 of 8 Mound System Maintenance and Operation Specifications Service Provider's Name Tri- County Sanitation Phone 715 386 -0114 POWTS Regulator's Name St. Croix County Zoning Office Phone 715 386 -4680 System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1250 gal Maximum TSS 150 mg /L Soil Absorption Component Size 600 ft Maximum FOG 30 mg /L Type of Wastewaterl Domestic Maximum Fecal Coliforml >10E4 du/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test monthl Pressure System Laterals should be flushed and pressure tested eve 1.5 years Mound Inspect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished •.....•.....••. ............... Grade 6-8" Diameter Lawn _10 Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution • Lateral ---- Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Fredrick Lenertz 4 Bedroom Mound Page 5 of 8 MGOULDS PUMPS Submersible Effluent Pump mss" 3885 PROSURANCE AVAILABLE FOR RESIDENTIAL APPLICATIONS. APPLICATIONS ■ Shaft: Corrosion- resistant Single phase: ■ Bearings: Upper and Specifically designed for the stainless steel. Threaded • Built-in overload with lower heavy duty ball bearing following uses: design. Lodmut on three phase automatic reset. construction. • Homes models to guard against • All single phase models a power Cam: Severe duty • Farms component damage on feature capacitor start rated, oil and water resistant. accidental reverse rotation. motors for maximum • Trailer courts Epoxy seal on motor end • Motels ■ Fasteners: 300 series starting torque. provides secondary moisture • Schools stainless steel. • '/3 and 1 h HP -16/3 STTOW barrier in case of outer jacket • Hospitals ■ Capable of running dry with 115, 208 and 230 Volt damage and to prevent oil • Industry without damage to a-114-2 three Hprong - 3 lu S. TOW with wicking. Standard cord is 20'. • Effluent systems components. Optional lengths are available. bare leads. ■ O-ring: Assures positive ■ Designed for continuous Three hase: operation when full P sealing against contaminants SPECIFICATIONS Pte' Y Overload protection must pub submerged. be provided in starter unit. and oil leakage. • Solids handling capabilities: •'h -2 HP -1414 STOW with %" maximum. MOTORS bare leads. AGENCY LISTINGS • Discharge size: 2" NPT. ■ Fully submerged in high- • Designed for Continuous • Capacities: up to 140 GPM. grade turbine oil for lubrication Operation: Pump ratings are TestedtolA778and • Total heads: u to 128 feet within the motor manufacturer's csA 22.2 1oBStumbrds P and efficient heat transfer. TDH. recommended working limits, pica scan • Temperature: ■ Class B insulation. can be operated continuously C�k 5 File 104°F (40%) continuous without damage when fully 140PF (60%) intermittent. submerged. cards ftnps is iso sari RKOered • See order numbers on reverse side for specific HP, ME 48 FEET voltage, phase and RPM's 13o wE,s SERIES: 3885 available. L 120 SIZE: 3a• SOLIDS 35, -- y - - - -- , RPM: 3500 & 110 WE20H t 1750 FEATURES 30 � 100 ► . s caM —' -" _ 5 FT ■ Impeller: Cast iron, semi- g 90 til(E15H open, non - clog with pump - out = zs 80 10" vanes for mechanical seal 70 07 protection. Balanced for z 20 smooth operation. Silicon < 15 W E 5' bronze impeller available as s° 514 an option. ° 40 ■ Casing: Cast iron volute type t 0 30 WE03M for maximum efficiency. 20 WE03 C ' 2" NPT discharge. s 10 ■ Mechanical Seal: SILICON 0 i_ 0 CARBIDE VS . SILICON 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 GPM CARBIDE sealing faces. 5 _ 10 _- 1 s __ _`.__ - __L -- —25 : - - -- 30__ as -m3mr Stainless steel metal parts, caPAaTY BUNA -N elastomers, Gou P 2001 Goulds Pumps E ITT Industries Effective November, 2001 www.goulds.com 63885 • 1 Page 8 of 8 Soil Test Site Plan For. Fredrick Lenertz Lot 4E NEl /4 -SEl /4 Sec. 5 728N -R18W Kinnickinnic Tnsp. - StCroix Co. 0 so 40 �s� Beam (Teat) itmch -4o & Co. Hwy. N A sM #1. Top of I "PVC Pipe. Elev. =100' >100 To Co. ® #2 - Top of 1 "PVC Pipe. Elev. = 99.00 Rd. N Proposed 4 Bedroom Home Proposed 4" Proposed Wieser Astm 3034 Bldg. Concrete 12501750 v t� Sewer Pipe gallon Combination �P" Tank w /Zabel A -100 +�G;1 ok V Filter Proposed 2" Sch. 40 Force P 3 Main P �- Proposed 6'x100' Mound Cell w/ a System Elev. of 101.08' 98.00 _ ------ --------------------- 99.00 - - -- ------------- - - - - -- -- _ » #2 100 ,00 ----------------------------------- #1 ---- » 2 Note: Maintain well and waterline setbacks per Comm l� 83.43(8)(i) �f rte s Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of Division of Safety and Buildings in accordance with Com Code Attach complete site plan on paper not less than 8 1/2 x 11 inche in s12V 1- Cunty - Crd include, but not limited to: vertical and horizontal reference point BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location anc distance to nejre�t �,p�5)., i Please print all information. � Rqv' ed by Date Personal information you provide may be used for secondary purposes (P ' acy WW. 15;04 (1 ) (m))• i W �7 Property Owner �e�r L)L L2ner� z, Govt. t E 1/4 sr 1/4 S T g N R �� f E (or) Property Owner's Mailing Address Lot � lock # Subd. Name or CSM# ,1 C1 ZZ L -I J e5ka1i_ FxC�, C 3� (1 �(o� - *74 0 00 City State Zip Code Phone Numbdr ❑ City ❑ Village [?TowA Nearest Road S . PaLd I Mnl d ( ) r' ;n n : C�-k ev " I r ;6 .New Construction Use: ® Residential / Number of bedrooms 3 _ Code derived design flow rate d GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material / f' Flood Plain elevation if applicable AJ General comments and recommendations: / UO F Boring # ❑ Boring I Pit Ground surface elev. • Z 0 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 ( 0 - � — - 5t I 2cmick m fr- c 5 I \j Z -I5 3 — iL a � C — �o 3 5 - (� OW ly Sd 2msbk- Boring # ❑ Boring El pit Ground surface elev. /00. 20 ft. Depth to limiting factor 2— in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Si ZynabK c5 1 5 8 2 -IZ �t13 -- ;mil 2 5 c - ► 31 o Icy c ZP 5 I scl 2m5 r Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 _< 150 mg/L • Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Si ture CST Number Lawk S Address Tate Evaluation Conducted Telephone Number 1 ' . �► w I• G/vZ � /� -off his -zy - Ga SBD -8330 (R07 /00) i Property Owner �ned — Z-> Parcel ID # Page of 3 ❑Boring 5 Boring # 9 �. S Depth to limiting factor in. ®- Pit Ground surface elev. p g Soil Application Rate F H - pmn Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 2 -1 t4 3 51 o Z s -L / -Z �Il� C 2 - 1 ,5 SCI 2rn k �l F-1 ❑ Boring # Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. coil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ Boring # Boring Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SBD -8330 (R.07100) PAGE 3 OF 3 !!�� NAME L t� �r� LOT# y E LEGAL DESCRIPTION�VE Y,5F t o ,S � T j_ K ,N,R, 1 E(Or)OXb SCALE: I"= yQ BM I ELEVATION je p. U BM I DESCRIPTION /a� o f "�� e. P p BM 2 ELEVATION y a U BM 2 DESCRIPTION e rxc, S -- - -- SYSTEM ELEVATION /04 / d I SYSTEM TYPE _M a � /L 4 CONTOUR ELEVATION 9 � UCH lol s M DO .-r SIGNA E :". �----- - - ---� DATE TZ oz . a mov 30 03 08:16p FOGERTY PLUMBING 17156359268 P.1 ST CROIX COUNTY SEPTIC TANX MAnfrENANCE AGREEMBNT AND OWNERSHIP CERTIFICATION FORM Owncr/R" r T AeIZ TZ Propem► Aaaren ! ?3- crr,,_ /ly__ �rJ syas3 2 D D (venrwatlss n� rw tra Pinewa De' sat far aew 0c86b cfi* - - . .�`� B-L2 — /oP/.t — ,-i cvo0 city/State Parcel Identification Numbs ,&Aa%A6 LAPAL n8% N1 ,� PwPar y Location A�c_ 1 /•, _ /., Sea �� T -k ri W, Town oi� '�ri� Subdivision L 2 Lot L Cerdlbd Sarvey Map N / 7 d volame / . Page S Warrmly Deed volwn* 2 y 7� �; Pages 0 , 7 Spec hoots O y" l8' no Lot lines idesi'tiftable ff' y es O no Iwfaaparve sad maistaw.mat� roar trCpre ryMeaaoa�idawltiA rspewadnr�7rrae b�awsalaR Ptoewtioeiaeaaaace csatistr of panpiaR est tle aepeic esalc every' goes yeap ar aooapt, if ttaadsd b1 a >isaoaed pales; Wrat pit ins 11e tpgtea ms Acla an funfim of die wpbs leek as a tteaemriat Sao's r an wales dhpoeal "gum Tie popery 00M +pass b MANN as $L QWk 7,oatsa DgFMMMot a aati6sa6es f� aiwd by *n awaas d by a �:1 l abieMdpiaaobareralisaaeaipiswparwaibia�6at (1)thsetowieenaaIN loudho wl ly 11a� Y � tssp� 6paiitl� aosdiila� aaidlrr Mar i�ocajoa asd pmrpie6 �eaoewasyh tIw septic task b 1as tLa� LA 11t1i d shs4�a. Vorm drs owkwi ed rase teed the aI and apes a Ashok ire pdvaw acw is d wed aytavA -fa *a aawdwd: W fodk as sst try •e D4at0aasr erase sad the Oepstswet OtNarat li eaartoae, $tats atT WuooaaltL Cadgkoosa � Brim wpic sy oa akaa b bees �lrladwatl be ce■phad aed ea�atsr d p Ira 8L Cask Cawey Zama Ofliroa w l*n 30 >� ■ duo. m' Ap DATE' OMMR CERT[FICATION I (ors) c4dww/ fiat OR .taaasmtr on thin form on twe w do but of soy (our) kwwletke_ I (we) am (on) the owwKs) of tba deed Mwdad in Agatec of Doede Offiee. A d APpLfi DATE - moose* As�y iaforea4at that it eaie�apeaaseed awr :a It is des rgtitup potwit bag Rrglted by fife loti� Dep� et """ se Iad"s alts, this swicatien; ! 0vwd wansny .deed he am Rem of Dw& oMca a copy of the cadned sirvay map if terenow k atsde is die wamsy deed U 2470P 553 7X+6C=21 14 1� STATE BAR OF WISCONSIN FORM 1 –1998 KATHLEEN N. REGISTER OF DEEDS DEEDS WARRANTY DEED ST. CROIX ca., WI RECEIVED FOR RECORD Document Number 12/09/2003 08:45AN This Deed, made between Frederick G. Lenertz, as a sinale person Grant WARRANTY DEED an 1 EIDIPT N Grantee. REC FEE: 13.00 Grantor, for a valuable confAderation conveys to Grantee the following TRANS FEE. 401.10 described real estate in St. Croix County State of CC COPY FEE: Wisconsin (the "Property "): PAGES: 2 Recording Area Name and Re turn Address �GeeontpROatTMorth 1 tic?• leoet�+swvr -e+a2z tSa qda`' 6loorntFjj1M% MIV 022 1012 80 000 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Properties good, indefeasible in simple fee and free and clear of encumbrances except Dated this day f y' L�dOtllu2 — aa�3 A 111 (SEAL) (SEAL) k G (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, pIE)Y ;wATZINA ) as. authenticated this N Q y PUBLIC St. Croix County STATE O Person Ily came a me this day of _ , .3 – the above named Frederick G. Lenertz. as a sinole Denson to me known to be the person who executed the 7 TITLE: MEMBER STATE BAR OF WISCONSIN ment and acknowl the same. (If not, ns ge authorized by §706.06, Wis. Slats) • U)". nil g � 1'V THIS INSTRUMENT WAS DRAFTED BY Notary Public, Statj of Wisconsin Coidweli Banker Burnet 1301 Coulee Road My commission is anent. If not, state expiration date: Hudson, WI 54016 J ) 3 -61546 (Signatures may be authenticated or acknowledged. Both are not necessary.) Names of persons sioninq in any capacity must be typed or printed below their signature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. WARRANTY DEED FORM No. 1 -1998 Milwaukee, Wis. U 2y 70P 55 4.. Parcel One: L 4, Certified Survey Map in Vol. 17, page 4616 as Document No. 744870, located in part of the NE % of the SE % of Section 5, Twn 28 N, R 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin. ar 1 7, Page 4617 as Document No. 740871, located in part of the NW % of the SE % of Section 5, T 28 N, R 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin. Parcel Three: Lot 1, Certified Survey Map filed in Volume 17, Page 4482 as Document No. 714312 located in part of the NW % of the NW % and part of the SW % of the NW' /. of Section 5, T 28 N, R 18 W, Town of Kinnickinnic, St. Croix County, WI. Id -b° a �I ba �b 740870 VOL 17 PAGE 4616 KATOLM H. vusB• -- -- REGISTER OF DEEDS ST. CROIX CO.. YI RECEIVED FOR RECORD �S N i �► O ® 09/22/2003 03:45PH V) I I CERTIFIED SURVEY HAP id REC FEE: c K o► 5 r Q � r g m r ; �'' f" COPY FEE: 4500 g 3� �� N 0 2 0 ! 2 f11 PAGES: 3 \2� o �0 m 2 % ; RE -1$ Q2Azc M rnA z N >m I '� v �.0 g rn 0 n� Z / BEARINGS ARE REFERENCED g o z z $ o :. m n o � z TO THE EAST -WEST 1 /4 ..> >�^ mc� z M mw •v�o � z z�' �' TV � v '< -+ m a m v w LINE OF SECTION 5, ASSUMED T e c g �' A B� TO BEAR S88'04'02 "W IMP m '/33 Q N / N E OO �G -- -- - G3 g z WEST LINE OF THE NW CORNER OF THE NE1/4 OF THE SE1 14 NEi /4 OF THE SE1 /4 m SO 1 541 "W 412.7$ OF SECTION 5 6.06': 313.29 ; 1 U) it 1 0 w 0 0 c c n � 331 � �� : Pn � �QQ� 3 C Q i j0 Q c .try 111 C I .P yj ``O N f 8 g O O n o . � N 1 im � N ... ....... . I ' .o ��` L 502 a 33'E 284.92' XI d s Q 88.2 l R08d --- y g A 1 ��pp V �z o,�bo�,o '. w�i ° �`� $ .. �D � �1 9 1 �o r Rg,; i� c`Q' �)� NO yj I I i � Z� ri ri cn 111 v { I s rA m I 6 r; z D� 1 $ N i a& � Igl Z V-4vV mot S00'3 W 1� o Z c000cn� t 361.1a j 2 I iNnti z j v s r at I OOi �i � iO a � D 1 U 7 vro I � . � � t�I� Z< y C 0 r N i �I ` 1 t n • p' Z I fi 00 I c K) V V Lit �A O jj i 111 (A(Dj �o N . . . LSS fJ Q2 co Nm I� ~ �� I A I i ° l 0 0 Z A I- .._.. -.. r ' I I fr1 I S00 I Z 1 1 t v to z z -I m l �i 1 I O y N o �o� 111 �Vi 1 O A 37a.9a X ,0 1 1 d �p -� y � N N I A I � � � Z!R rid �'- ° 'm �� �� �� �1►O I 395.88' n w ct NOW39'44" E 436.05 C I `4 m r) anrlParks'Ca WEST LINE OF THE EAST 200 N 1 ^' m m a OF THE NE1 /4 OF THE SE1 /4 m SEP 2 2 2003 G?QG° &ED. as m q 8 ? IfW recorded wtthln30daya 0 — - - -- -------- - - - - -- O m O approval date approval shop I* n Z \ null and vim_ N ml to m M p C7 � �l � o m 0 A 18 N0 m 1 r- F 11 ? 1 33 1 _ Z U IvEl�l ctLNii � 0 M Ln 0 pra'TQ.o C O' tom x Z M LAI $5 0 P > G c O o °• 70 Vol. 17 Page 4616