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HomeMy WebLinkAbout018-1036-60-400 o CO) O $ - d n d —1 y _ 1 C C , n O 0 d N f O wo o ;V• RL On 3 IV 9D n ? C CD N O y N 0 V CL O 1 Q CD O R O c m N n 0 ^; C v Cy o m m a, (n Z ID � a o m co D If ca a v W N O _ N CD J O m D o m n r CO) (A w 3 1 CFO rot a • i m - 0 n K Z O O O G)��! o � cn cn cn D Q v v CD O N ID N V 7 W = fG R 3 W <D D) d Z K l CD 0 O O c j O a I m y m N O U A Z m m c w z 3 a. 7 y _ N 01 m � a`D �z o O M -4 y Z m N A W O0 Q d C o) cn C CD o a CL N N y CL ° m e 0 I rn� i y cO a o � O I � N 0 I � � O A o o b .;onsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix afety and Building Division . • (C :4 INSPECTION REPORT Sanitar Permit No: 430599 0 F GENERAL INFORMATION 1 U (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)j. Permit Holder's Name: City Village X Township Parcel Tax No: Will, Jeremee I Hammond Township 16 CST BM Elev: Insp. BM Elev: BM Description: Sectionffown /Range /Map No: facr.!'�� /mac �,+� C_ >_ Win—` Yl / TANK INFORMATION ELEVATION DATA 5 TYPE MANUFACTURER CAPACITY STATION BS F711- – FS — Septic Benchmark fci 1 /ao ci Dosing Alt. BM Aeration Bll;Ig. Sewer II.0 e(. 73 Holding ,._ ._......,._._._._.. ,.. t/Ht Inlet A TANK SETBACK INFORMATION SUHt Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic D 1 6 'cu u n��' Z �' Dosing yi Header /Man. Aeration Dist. Pipe �� �C�• 3 Holding l tot. System �►°` Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand St Cover u� ( � GPM Model Number 2'10-- -- TDH Lift Friction Loss System Head TDH Ft a7'2 9c )P Forcemain Lengt Dia. Dist. to Well 1 9 Z I N04 SOIL ABSORPTION SYSTEM W = 3n,-4 a# Z_ 1i� v; y �4 (Zed BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth V i DIMENSIONS ( 7 "i 1 SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER R , Type Of System: UNIT Cr �" )%C( t• I w (� ) Mo Number: l DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Length Dia �� ` P ipe(s) ength 7 Dia Spacin 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 1 Bed/Trench Edges l Topsoil J Yes [ No Yes 'j j No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: td / 14 / y `{ Inspection #2: L 1 14 1 () -1 Ptuw n d(� Location: 1790 90th Avenue Hammond, WI 54015 (SE 1/4 SE 1/4 16 T29N R1 7W) NA Lot 7 Parcel No: 16.29.17. s c 'y'� c�'. ~ Cs r►1 s / n� r in► Litt wYC. /`7 ` 1 Alt BM Description �✓ / U t Bldg sewer length = i-1 S 3, :'k�:u amount of cover o ide for I in Yes Xn o 4 ? C f •� forma , `, _ i L ' 3/97) Date Insepctor's Signature Cert. No. LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF HAMMOND COMPUTER NUMBER 018 - 1036 -60 -400 Parcel Number 16.29.17.2560 -10 OWNER NAME: First JEREMEE C Last WILL PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment 1790 90TH AVE SECTION 16 TOWN 29N RANGE 17W %160 SE 1 /440 SE Line Description Line Description TOTAL ACREAGE 4.197 PLAT CSM 17 -4536 018/03 LOT07 BLK 01 SEC 16 T29N R1 7W PT SE SE 15 02 BEING LOT 4 CSM 10/2887 16 03 (13.678AC) NKA CSM 17 -4536 17 04 LOT 7 (4.197AC) 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1- General, 174 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit RECEIVED S e Division County 1 *isconsi 2 i � ,{ W A ashington Ave. .O. Box 7082 n ST DF� ldin g CRU17c1 � 537 -7082 Sanitary Permit Number (to be filled in by Cu ) Department of Commerce ZONING O 2I 6 3�5 Sanitary Permit Application tate Plan I.D. Number p # in accord with Comm 83.21, Wis. Adm. Code, personal information you provide I �Z g0 = may be used for secondary purposes Privacy Law, s15.tk1(lxrn) roject Address (if different than mailing address) I. Application Information — Please Print All Information � 79 O g0 i{ . Property Owner's Name ll Parcel # Lot # Block # Pro Owner's ailing ddress g Property Location / S� V4 _'' %, Section City, fate Z�ri -p Code Phone Number W ✓ C7 O / �t' 79lO r2 -N; R�_Eor II. Type of Building (check all that apply) o� 4 p, , , ` I CS Number Q 1 or 2 Family Dwelling - Number of Bedrooms 1 CA V — 11 Public/Commercial - Describe Use �w C / rsO� # ,2 El State Owned - Desc ' Use x ' T 5 {M C QQ Q r r^ z d, o ` ❑City ❑vi age ❑Towaship f III. Type of Permit: Check only one box on line A. Complete line B if applicable A. New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B, List Previous Permit Number and Date Issued ❑ Permit Renewal Permit Revision ❑Change of ❑Permit Transfer to New Before Expiration Plumber Owner IV. Type of POWTS S stem: (Chyck all that apply) — ao Q Nan - Pressurized In- Ground and X23 e s ' Mound < 24 ibn. of suitable soil ❑ At -Grade Single Pass Sand Filter ❑ Constructed Wetland 11 Pressurized In- Ground ❑ Holding Tank ❑ Pea{ Filter ❑ Aerobic Treatment Unit ❑ Recirculating Saud Filter Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gra -<el -less Pipe ❑ Other (explain) V. Dispersal/Treat ent Area Information: Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (so Dispersal Area Proposed (sO System Elevation 4/5_6) 1 10 1 yso 1 ey o I ' S'7 VI, Tank Info Capacity in Total Number Manufacturer Prefab Site Stec) Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks 'Tanks S or Holding Tank tti Aerobic Treatment Unit f Dosing Cha p _ 0 . VII. Responsibility Statement- I, the undersigned, assume responsihrlity for inst f the POWTS shown on the attached plans. Plumber's Name (Print) I Plu s Signature M /M umber Business Phone Number IRY__ L /_ar" 4A ?1- Plumber's Address (Street, C�, State, Zip Code) VIII. Coun /De artment Use Onl Approved ❑Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Iss in nt Signatur (N tamps) / Surcharge Fee) ❑ Owner Given Reason for Denial �� �— (D IX. Conditions of Approval/Reasous for Disapproval SYSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all be serviced / maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code /ordinances Attack complete plans (to the County only) for the system on paper not less than 8112 z It inches In s1Xe SBD -6398 (R. 08/02) 3 1 II :- f is .•r �: f � � I � { � I i , t : {f 1 ; t 1 r ' 4 . ...... k _ I z . ,.... L i 3 : F . i ; 3 I` fu rY� CIL i ,i I : d I a i. .... J ..>f _ I. i _. a J i a ' k 3 y�, I f !_ ._._.- I : i i I j y el— i L.. Safety and Buildings ` 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 *isconsin www www commerc .wis c ons .wisonsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary November 14, 2003 CUST ID No.221471 ATTN. POWTS Inspector DENNIS J GILLE ZONING OFFICE GILLE TRUCKING & EXCAVATING, INC. ST CROIX COUNTY SPIA 352 140TH ST 1101 CARMICHAEL RD AMERY WI 54001 -2840 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/14/2005 Identification Numbers Transaction ID No. 942180 SITE: Site ID No. 668432 Jeremy Will Please refer to both identification numbers, CTH T L above, in all correspondence with the agency, Town of Hammond St Croix County SEl /4, SE1/4, S16, T29N, R17W FOR: Description: Proposed Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 931140 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, the "Mound Component Manual for Private Onsite Wastewater Systems_ VERSION 2.0" SBD- 10691 -P (N.01 /01) and the "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) ". • Limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • Comm 83.22(7) - A copy of the approved plags specifications and this letter shall be on -site during construction and open to inspectiod,bauthbrizdd Rresentatives of the Department which may include local inspectors. ,- DENNIS J GILLE Page 2 11114/03 Owner Responsibilities: • Comm 83.52(1)(a) - The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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 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 or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Gerard M. Swim POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm jswim @commerce.state.wi.us WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Commercial Application INDEX AND TITLE PAGE Project Name: JEREMY WILL Owner's Name: JEREMY WILL Owner's Address: 906 CTY RD T HAMMOND WI 54015 Legal Description: SE SE S 16 T 29 NR 17 W Township: HAMMOND County: ST.CROIX Subdivision Name: Lot Number: Block Number: Parcel I.D. Number: Plan Transaction No.: Pagel Index and title 4 p Page 2 Data entry RECEIVED Page 3 Mound drawings c , nkrMENT OF COMMERCE Page 4 Lateral and dose tank DIVISION OF FETY AND BUILDINGS NOV - 3 2003 Page 5 System maintenance specificati Page 6 Management and contingency anSEE GORRE PONDENCE SAFETY & BLDGS DIV. Page P o� ry / and specifications q- 10-// S Designer: DENNIS GILLE License Number: 221471 Date: 10/30/03 Phone Number: 715 - 268 -6637 Signature: I r2 Designed Pursuant to the Mound Component Manual forPOWTS Version 2.0 SDB- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.11 (R. 06/01) Page 1 of 7 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 300.00 Estimated Wastewater Flow (gpd) Table 53 -44-3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 °k) coliform of - 36 inches. 450.00 Design Flow (gpd) 5.00 Site Slope ( %) 96.90 Contour Line Elevation (ft) 16.00 Depth to Limiting Factor (in) 0.40 In -situ Soil Application Rate (gpd/ft Distribution Cell Information 76.001 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft 1 I Influent Wastewater Quality (1 or 2) Are the laterals the highest point 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) 2.00 Estimated Orifice Spacing (ft) = 6.25 ft /orifice 2.00 Forcemain Diameter (in) 110.00 Forcemain Length (ft) Does the forcemain drain back? Y 88.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 17.94 Forcemain Drainback (gal) 10.57 Vertical Lift (ft) 67.44 5x Void Volume (gal) 2.09 Friction Loss (ft) 85.38 Minimum Dose Volume (gal) 19.15 Total Dynamic Head (ft) 29.66 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 600.00 Total Tank Capacity (gal) 1000.001 Septic Tank Capacity (gal) 42.00 Total Working Liquid Depth (in) HUFFCUTT Imanufacturer 14.29 gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 600.00 Dose Tank Capacity (gal) lZabel Filter Manufacturer 14.29 Dose Tank Volume (gal /in) 1A1 00 Filter Model Number HUFFCUTT Manufacturer Project: JEREMY WILL Page 2 of 7 Mound Plan View - T 1/10 8 • . J . Observation Pipe Q ' � • • •'tit �t +t�. "�t• + t• " : �t +i + �. ---------- . .............. ................ ... :] _ L Mound Component Dimensions A 6.00 ft E 23.60 in H 1.00 ft K 10.83 ft B 75.00 ft F 9.50 in I 11.50 ft L 96.65 ft D 20.00 in G 0.50 ft J 7.72 ft W 25.22 ft 450.00 (ft Dispersal Cell Area 1 1312.50 (ft) Basal Area Available 6.00 (gpd/ft) Linear Loading Rate 1 7.50 (ft) 1110 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 100.36 (ft) - ---► ,ff ..,.. * H � . ,fffff }fff 2 ff{f {{ {f,. G 1 F ; : ; : { ........ ............. 99.07 (ft) Lateral Dispersal Cell 98.57 (ft) —► — Invert Dispersal Cell ' ' t Elevation E D 3 V� y . 96.90 (ft) Contour Elevation 5.0 %Site Slope Geotextile Fabric Cover Shading Key o �• Dispersal Cell See lateral details on Q - Topsoil Cap .Q 1.5 ft Page 4 for number, size, �] { {} }} Subsoil Cap a o• • " ''r'� "' '" °t a.� ;" and spacing of laterals. ASTM C33 Sand i° ' el' "' � , t • , '•t = •�' Laterals are equally 0.5 ft :Typical Lateral • .• spaced from the ® Tilled Layer c •.,; : distribution cell's ❑5 : s; tirti Aggregate `t o �:'jr; is ti, ::'' 5 • - centerline in the A r_ *distribution cell (AxB). Project: JEREMY WILL Page 3 of 7 Center Connecti n Lateral Layout Daiciram Force main connection via tee or cross to manifold at ang point. Laterals are identic al P S sk •= Turn -up vdball valve or IE x--�1Fxf f x Laterals & force main of PVC Sch 40 oleanoutplug per COMM Table 84.30.5 Holes drilled on the bottom of the lateral, Number of Laterals 4 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.10 ft Lateral Length (P) 36.75 ft Orifices per Lateral 18 Lateral Spacing (S) 3.00 ft Orifice Density 6.25 ft /orifice Lateral Flow Rate 7.41 gpm Manifold Length 3.00 ft System Flow Rate 29.66 gpm Manifold Diameter 1.50 in Total Dynamic Head 19.15 ft Forcemain Velocity 3.03 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and --► Comm 16.28 WAC Disconnect 4 in. min. Tank component is properly vented E-- Alternate outlet location Forcemain diameter HUFFCUTT Manufacturer _� 2 in. Ca acit 600.00 Gallons Volume 14.29 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 28.01 400.30 B 2.00 28.58 C —P ump off e levation (ft) C 5.97 85.38 88.50 D 6.00 85.74 D Total 1 41.991 600.00 ir D ose tank elevation (ft 3" Bedding uncTer tank. 1 88.00 Alarm Manuafacturer LEVEL ALARM Alarm Model Number DVL � — Pump Manufacturer IZOELLER —� Pump Model Number 1140 Pump Must Deliver 29.66 gpm at 19.15 ft TDH Project: JEREMY WILL Page 4 of 7 Mound Svstem Maintenance and Operation Specifications Service Provider's Name DENNIS GILLE Phone 268 -6637 POWTS Regulator's Name ST.CROIX CTY.ZONING Phone 386 -4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 118 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliforml >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and /or service once every 3 years Effluent Filter hould inspect n an t least S e and clean a eas once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure Systeml Laterals should be flushed and pressure tested every 1.5 years Mound Ins ect 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 ♦ Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution ......... Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: JEREMY WILL Page 5 of 7 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD- 10691 -P (N.01 /01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole 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 84nches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet fitter shall be cleaned as necessary to ensure proper operation. The fitter 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 fitter shall be serviced if the alarm is activated continuously. Intermittent fitter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent fitter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD5, 30 mg/L TSS, 10 mg/L FOG, and 10 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and 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, and any levels f above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. f Contingency Plan 4 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 t operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) 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 L its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and } related piping, and rephmv said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. r Project: JEREMY WILL Page 6 of 7 w TOTAL DYNAMIC HEAD /FLOW - - + LL PUMP PERFORMANCE CURVE PER MINUTE MODEL 14014140 EFFLUENT AND DEWATERING ss 16 MODEL 140/4140 +� S 7/ fi 5 /I6 50 Feet Meters Gal. Liters i s/a 5 1.5 86 326 14 45 10 3.1 80 303 15 4.6 73 276 ° 0 3 29/32 12 40 20 6.? 66 250 1 40,4140 25 7.6 59 223 S 35 30 9.1 49 185 I I/2 - u 1/2 Nrr = t0 35 10.7 38 144 30 40 12.2 28 106 z - 45 13.7 17 64 o 8 Y5 \ J. Shut -o8 Head: 50 ft.(15.2m) 0 6 20 atosaoe '2 13/32 I 15 4 }- a 5/72 10 SK152aA T 5 p t, > 1 0 20 30 40 50 60 70 80 90 I GALLONS LRERS 0 80 160 240 320 T L FLOW PER MINUTE 010940A 3 Ua CONSULT FACTORY FOR SPECIAL APPLICATIONS ♦ 6 5 /6 s / +6 • Electrical alternators, for duplex systems, are available and supplied with an ' 2 9/" alarm, o • Mechanical alternators, for duplex systems, are available with or without 1 1/2 - II 1/2 WT alarms. • Control alarm systems are available for 1 phase pumps used in simplexsystem. See FM0732. • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level /a long cycle controls. • Sealed Qwik -Box available for outdoor installations. See FM1420. —� • Refer to FM0806 for applications above 130° F (54° C). 5/32 _ I SK15248 SELECTION GUIDE 14014140 MODELS Control Selection 1. For automatic use single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. Model Model Volts -Ph Mode Amps Simplex Duplex 2. See FM1228 for correct model of simplex control panel. N140 N4140 115 1 Non 12.0 1 or 2 3 3. See FM0712 for correct model of duplex control panel. E140 E4140 230 1 Non 6.0 1 or 2 3 * O CAUTION BN140 SN4140 115 1 Non 12.0 - -- All installation of roatmis, ratection devices and winn should p g quid ha done of a yaal €fi.1,,i BE 140 BE4140 230 1 Non 6.0 iiceosed e!ectricia,t Ali electrical and safety codes should be followed including the most recant National Electric Code !NEC) and the Occupational Safety and Health Act (OSHA;. *Single piggyback switch included. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO: P.O. BOX 16347 Z Louisville. KY 40256.0347 Manufacturers of. SHIP TO: 3649 Carte Run Road . Louisville. KY 40211.1961 (502) 778-2731- 928 -PUMP 4�d urr Putws SNCr /,9a99 http: / /www.zoelter.com PUMP �O FAX (502) 774 -3624 © Copyright 2003 Zoeller Co. All rights reserved. � / S _.. I _ zf ,y ,,. ! I I , 4 t i 1 , I I 1 ;. �. _, 2. 1 r t ! 1 r , r : : 1 I I I , i ♦ , } i i I f v 1 i ; 1 i ; I I I f I 1 , ,.._:.. a i 1 ! ,...... .. _.j,.. ;_._ .. l .. I _ ... i .... ... I , i r J t i i Aug 25 03 09:32a Jeremee Will 1 -715- 796 -5322 p.l 1002 Wisconsin Department of Commerce SOIL EVALUATION REPORT p age I of 3 Division otSafety andBuildinga Pn accordance with Comm 85, Wis, Adm, Code Steel Soff Service Attach complete site plan an paper rut less than 8% x f 1 inches in size. Plan must County St. Croix include, bra rrat Grnded to: vertical. and.hanzrrntat. reference point (13M), direction and percents". scale ordimemsiens, north avow, and locatinrraretdistor= to nearestmed. Parcel I.D. Please print alllnformation. Revieved By Date Personal infovmdam you provide may be ihwd.fmr secmrtdmy pugxrses PrhmV Law, s. MIX (1) (m)). Property. fawner- Property Location John & Jeanne W81 Govt Lot SE 114 SE 114.8 16 T 29 N R 17 W Property y Ov�Ty tin Vreas Lest Block # - Subd. Name or CSKW City States Zip Code Phone hJumber :J City j Village �� Town Nearest Road _ �fq/7l,�»dnl� CrJfs. dff 7 ✓>r`- Tl� 3ZL Hammond - C y �W 7 New Construction Use y� Residential! Number of bedroom 3 Code derived - design flow rate 450 GPD Replacement t Public or commercial - Describer Parent material Glacial till Flood plain elevation. if applicable na General comments and recommendations: system elev. 98:56 ft. based on contour One 96.90 ft �Bor#ng# ?Boring Pit Ground Surface elev. 97.60 ft. DetptLi to limiting factor 30 iR.• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bom dar/ Roots GPD/ftz •EfRM - Eff#2 1 0 - 91 10yr313 none so 2msbk Mfr cs 211' .5 .8 2' 9-30 10yr4 /4 none sel 2msbk mfr 9w if .4 .B 3 30-48 10yr4/4- none scl orn mfr gw rya _0 .0 4 48 7.5yr414 none is om mfr na na .4 .6 F acting # ' i 8atirrg nth Pit Ground Surface elev. 97.5 -- ft. Depth to-limiting factor 1 - 5 - in: 5oi1 Applicatirnt Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rotar WOW - "EtY##1 - Eff #2 1 0-8 10yr313 none sit 2smbk mfr cs 2f° .5 .8 one 2 816 T.5 414 n scl 2msbk mfr 1 Yl' � fi .4 -6 3 16-84 7.5yr4/4• none scf om mfi na na .0 .0 Effluent #1 - BOD 30 c 220 mglL and TSS >30 < 150 mg /L • Effluent #2 = 500 _30 mgfl. and TSS ­L30 mg/_ C Name lease er sign ure: CST Number p .@. . f.f/►'c�� Sfsr ' Address Steel soil service Bate Evaluatlon Conducted Telephone Number b fG �' 6— e.d•c�19"'!ar►� fsJ/ Sy'o/ 4/26/2002 Rue 25 03 09:32a Jeremee Will 1 -715- 796 -5322 p.2 w p ro p er i y o wner John & Jeanne Will Par cel 1D # Page 2 of 3 PT Boring# Boring - # " Pit Ground Surface elev. 93.90: ff. Depth to itniiting factor 43 - in, Soil Application Rain t- Iorizon Depth Dominant Color Rddox Descrpton Texture Stnieture ConsistOce Boundary Roots 13PD/fta "Eff#9 'Eff#Z 1 t]-8 10yr3/3 none sii 2msbk mfr Cs 2f .5 .8 2 8=16 T.Syr414 none SCI zmsbk mfr gw 1f .4 .6 3 16-43 7.5yr4/4 none st lcsbk mvlr cs na .4 .6 4- 43-84 5yr4l4• C2d5yr3 /4 scl om Miff no - no .0 .0 Boring# '. Boring _I Pit Ground Surface - elev. ft Depth to lirntting factor in. Soil AppGca4on Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ClI' w - 'EfP#1 "Et1:#2 F Boring # , Boring _..:j Pit Ground Surface elev. ft: Depth to limiting factor in. FSd Application Rate. Horizon Depth Dommant Color Redox Description Texture Structure Cams stence Boundary Roots GPDM 'Eff#1 `Eff#2 ' Effluent #1 = BQD s' 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BDD,. s" mg1L and TSS ado mg& The Aepadmicul.of Cods aacgtwl opportunity service provider and— pfoyer I€youneed assfstanee -to aecccs services or Aug 25 03 09:33a Jeremaa Will 1- 715 -796 -5322 p.3' 3 o-P3 S'TEEL'S SOIL SERVICE David I Steel. 1564 Cry Rd GG CST- P©WrSM New Richmond, WI 54017 Lic. # 248956 _ (715) 246 -5085 oj'I4 v�,�eu yn a WOW (715) 246 -6200 s /af 5 E %�SeG /6 7 17w Am �amrztr/cd Tow.rsh.� tw ,�a1?foW� 4v' 33 a X95 r-ec. l yp 3g �o o = Alh 13 Mar s /&3. /YZ-rr ( 7�/� 1 D'/7e" zle v. ASS e L. af 132 9750 1 4 e- 37�{ I 1002 WisconsiriDepadrrrniof SM EVALUATION fZEPORT P age 1 o f 3 Qtutsion. of Safety and_Bruldinm in accordance with Comm 85, Wis. Adm. Code Steel Sal Service RttaLhcomplete uwpaperrmtless# mnS %x 11 rcrctresinsize: Ptrvrroust Cam _ St_ Croix include, but - not - timrfed to- vedtirAand har¢ontatrefereme point (BW daecfiw and percent slope; scale ordunewmns, rattranw,, and locatiortanddistermto - nearest road" - Parce1LD. a 1ff_ 10j?6 -60-6 Please pr ntaN - 9146 A PmofWmbm0mWpwde may tieused - ) f A Date s: 4504 4 - Property-Owner P t_ocatiion John & Jeanne - W& MAY 16 2002 Gout. Lot SE 114 SE t/4 S 1 6 T 29 N R 1 7 w Property Owner'&MwIMAddress L ot Block # Subd Name- or-CSW 9 54 c� J,�cO r SZONIN�G �OFFIE OC City - State- Zip city A Village d Tam Nearest goad 71,5 7y,� -s-324 Hammond 67Yew T Use New- Corrs#rraction Residenbatl Number otbedrooms 3 Codederived design flow rate- GPD Roacemer Public or commercial - Describe. Parent mated Glacial till flood pain elevation, if fe na General comments and r4scornmendations: system elev; 98.56 ft based on contour hne 9690 ft Bonra Pit Ground Surface eim 97.60 ft. to factor 30 in. Applicator Soil n Rate D� limiting Horizon Depth- Dominant Color Redox -Dory Texture Structure Consistence ..Boundary- Roots GPD/ft *Eff#1 *Eff#2 1- 0-9 10yr3 /3 none sH 2msbk mfr es 2f .5 _8 2 9 -30 T0yr4 /4 none sef 2msbk mfr 9w tf _4 .6 3 30-48 10yr4/4 none scl om- ME 9w na .0 .0 4 48-84 7.5yr4/4 - none fs om mfr na na A � L . }Boring# - fig Pit Ground - Surface -elev 97.5 13. Depth to a mitingfactor 16 I Sod Application Rate man Ho Depth Dominant Gofer Redox Description- Texture Structure tense Boundary Roots GPD/ftz *Eff#1 *Eff#2 1 tk8 1 - Oyr3/3 none sil 2srnbk mfr c:s 2f .5 .8 T 8 -16 T.5yr4/4 norte sel 2msbk mfr 9w tf- .4 .6 _ 3 4W 7.5W414 - crone - sst om rnfi - na na .0 .0 * Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD S mg/L and TSS < 30 mg/L CST Name Signature: CST Number Address Steel Soil Service Q /_ Date Evaluation Conducted Telephone Number 4/2612002 1_5 -Z.;q - k5- 0 , Property Owner .john &'Jeanne Will Parcel ID # Page 2 of 3 Barng-# Boring Pit Ground Surface env. 93.90 ft. Depth to firniting factor 43 in. Sal Application Rate Horizon Depth Dominant Golor Redox Description Texture Stucture Consistence Boundary Roots GPD/ftz 'Eff#1 'Eff#2 I 0 8 10yrm none Sil 2msbk mfr Cs 2f .5 .8 2 8-16 7.5yr4/4 none scl Zmsbk m# gw 11 .4 .6 3 16=43 7:5yr4/4 none St 1 csbk tnvfr CS na _4 .6 4 43-84 5yt4/4 C2d5yr3/4 set om mft na na _0 .0 Boring # Boring Pit - Ground Surface elev. #. Depth to limiting factor in. Sort Application Rate Horizon- Depth Dominant -Color Redox Description Texture Structure Consistence Boundary Roota GPDM *Eff#1 *Eff#2 Baring-# Boring Pit Ground Surface elev. ft. Depttr to limiting- factor in, Sat Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfre *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 < 3 30 mg/L The Departinent of Co rrterce is an rteait_y service wider and ye . Ifyou need assistance to access services or t . STEEL'S SOIL SERVICE David J. Steel 1564 Cty Rd GG CST- POWTSM New Richmond, WI 54017 Lic. #248956 (715) 246 -5085 (715) 246 -6200 S XYSC %si /6 7 5W 7w N amr�. e/Jc� Tw�sh. 3 a cols CaKf 04r G� Q / 3 A Bm Je /o / en/ w / f3tl /00' /0 e/ 13r* g'lev. 143 p l % p ,l3or� n Z d �Asf 44) /3Z - 97.so ' 4)0 ✓I' ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer ere �" e 2 t�•� �� Mailing Address �(� �o e7'V /Qb ��a �.,.� e h ot:7 GvZ' .S / s Property Address _ / 7 c I o (Verification required from Planning Department for new construction) F City/State Parcel Identification Number \ LEGAL DESCRIPTION Property L ocat.or. S t '�., t : %, Sec. 16 T 9 NN -R I W TO w n. of 0. sv7 M Pt Subdivision Lot # y Certified Survey Map # Volume Page # Warranty Deed # 7 Volume _ Page # Spec house ❑ yes ❑ no Lot lines identifiable ❑ yes ❑ no SYSTEM MAINTENANCE 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 master plumber, journeyman plumber, restricted 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 tank is less than 113 full of sludge. Uwe, 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 Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days f e three year expiration date. la /e�1 /03 SI ATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. LLL 'I - A 0 /(73/0-3 903 NATURE OF APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked 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 • - +J. 2367P 228 735945 l\ KATHLEEN H. WALSH STATE BAR OF WISCONSIN FORM 2 - 2000 REGISTER OF DEEDS Document Number WARRANTY DEED ST. CROIX Co.. MI RECEIVED FOR RECORD This Deed, made between John C. Will IV, aWa John C. Will, a/k/a 08/18/2003 09: SAN John Carl Will IV, and Jeanne M. Will, a/k/a Jeanne Marie Will, husband WARRANTY DEED and wife, Grantor, and Jeremee C. Will a single Mrson Grantee. EXEMPT # Grantor, for a valua const ration, conveys and warrants to Grantee the following descri d r al estate in Croix County, State of Wisconsin (if REC FEE: 11,00 more space is nee ed, ease attach adde dum): TRANS FEE: 31.50 COPY FEE: CC FEE: PAGES: -0;: 1 Recording Area Name and Return Address Lot 7 of Cc Map recorded in Volume 17, page 4536, Heywood, Carl & Anderson, S.C. Document No. 2485 ing a part of the Southeast Quarter of the 1200 Hosford St., Suite 106 Southeast uarter 1/4 SE 1/4 of Section 16 Townsh 29 North, Q ) � p h, P.O. Box 125 0� Range 17 West, Town of Hammond, St. Croix County, Wisconsin also Hudson, WI 54016 being Lot 4 of Certified Survey Map recorded in Volume 10, page 2887 L� 018 - 1036 -60 -000 (� j 0. � Parcel Identification Number (PIN) II This is not homestead property (is not) Exceptions to warranties: easements, covenants and restrictions of record, if any. Dated this 11"' day of Aueust 2003 G * L,-e— &4n C Will IV * nne M. Will AUTHENTICATION ACKNOWLEDGMENT Signature(s) John C. Will IV and Jeanne M. Will STATE OF ST. CROIX ) ) ss. ST. CROIX County ) authenticated this 11th day Of August 2003 Personally came before me this 11" day of August 2003 the above named John C. Will IV and Jeanne M. Will * ` rt � i S'r7Q� •�( / ! . ff,•tcSG f'fD�4 TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Stats.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Heywood, Carl & Anderson, S.C., 1200 Hosford St, Suite 106 P.O. Box 125, Hudson, WI 54016 Notary Public, State of Wisconsin My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) ) * Names of persons signing in any capacity must be typed or printed below their signature. INFO -PRO (800)655 -2021 www.infWafonm.com STATE BAR OF WISCONSIN WARRANTY DEED FORM No. 2 - 2000 I 4 •724851 VOL 77 PAGE 4536 KATALEEt[ R. WALSR -- REGISTER OF DEEDS ST. CROIX CO. MI CERTIFIED SURVEY MAP RECEIVED FOR 06/06/2003 12:2s16PM 10PK CERTIFIED SURVEY MAP LOCATED IN PART OF THE SOUTHEAST 1/4 OF THE SOUTHEAST REP FEE: 13.00 COPY FEE: 3.00 1/4 OF SECTION 16, T29N, R17W, TOWN OF HAMMOND, ST. CROIX PAGES: 2 COUNTY, WISCONSIN ALSO BEING LOT 4 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 10, PAGE 2887 SURVEYOR: DOUGLAS J. ZAHLER PREPARED FOR S & N LAND SURVEYING, INC. JOHN WILL 2920 ENLOE STREET 906 CTY RD. T HUDSON, WI 54016 HAMMOND, WI. 54015 2O APPROVED 0 uj 0 0 d�4 � a�° G�A o om ST. CROIX COUNTY 0 ---- --- ---- ------ - - - - -- Plannina 7oninm ww Psrk Committee Z - ----- ---- --p -- ° �- - JUN p 6 2003 E1/4 COR. w L (SB9°38'00"E) I SEC. 16 W W m N89 0 43'44 "E I O — — 'R - m recorded within 30 days of 5 d o °W 418.46 �A approval date approval shall be null and Vold Z =1 co g,Q of w� N 84 [L C o�3oGJilo gM_ ji 0ZD 71 � `� c °y� 0 � � W@L. m PCo Owe iN w ca DOUGLAS J. Z Gil I iv p ZAHLER .+_ A 1 0 1� 3 -2145 145' 150 I _ (S68 50'1TW 362.31) "E 62.38' 09 45.' 9j5' w HU w N N88 °12'01 3 W J 317.29'; V o S00 °01'1 WE V 1 6.97: I I 0 e, IJ N89 °56'57'E 358.68' I N8s °58'41 "E 5.00' (A ' :@ O SOIL BORING LOT 6 o I ; D 1� co 9.485 ACRES 8 °O° id Z O 413,166 SO. FT. I m �1 50' V 0 O LOT 7 w INCLUDING R AN Q 40' 48' 0 4.197 AC A 8.555 ACRES 9 1 ! rn N i 5g? r ,; W O. FT. 372,681 SO. FT. cn g l 0 i EXCLUDING RAN m : W a INCLUDING RAN p ^ g, ao io 1 N 3.885 ACRES 000 SHEDS is L O al N J 169 ,242 SO. FT. P r-+ EXI DRIVE i� w EXCLUDING RM/ rn `-- J - �2 " �) o ; o A _ o UI BARN WE i i °a N LLB p1 I (n HOUSE 50 SET -BACK EXISTING O EXISTING S1 /4 COR. �... ENTRANCE -� DRIVE SEPTIC .. ......... SEC. 16 N ° 06'04 "1N •'••• ®' �s 4 (S86°2743•6 742 92............ MY 49 e++"►• 07 39, ,0 ,�� 4O SOUTH N *h'A4" ...: 4 �, 10 A SE COR. �– —S87 ° 40'52 "E — 110 SECr16 — — 2620.73'— - ----- (N8r0246"W 2621.12) I 88' MMn pdGQ44C� DD dQ nMDD � ----------------------------- LEGEND FOUND ALUMINUM COUNTY SECTION I S CORNER MONUMENT SCALE IN FEET 1' = 150' ® FOUND 1" BERNTSEN SURVEY MARKER 0 FOUND 1' OUTSIDE DIAMETER IRON PIPE 150 0 150 0 SET 1" OUTSIDE DIAMETER BY 18" LONG IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT EXISTING FENCE THIS INSTRUMENT DRAFTED BY: WES ANDERSON ..........••.......• 10 a ROADWAY SETBACK JOB NO. 6170-01 DATE: 8/05/2002 REVISED: 5/19/03 SHEET 1 OF 2 SHEETS Vol. 17 Page 4536 C / ( % w § A / § ¥ 3 I I t} k S o — & w 7 } / / CO § \ \ K) C ; § E a , 2 � n w 8 § 0 @ ■ 0 CO) / ƒ ; o g /§£ ¢ ® \ o k 3 — 0 2 , C § § W e 4 § o z a 2 S % A .. % - 0 I 000 0 } ° E CA CO) co ƒ } / \ 7 v 3 _ , , / } k \ E 1 + Z E z I § 220 ��� ° 0 ;Am 3 S @ q / C E 3 a ® B. 2 z £, m r �� z 0 CD a k® g §k 7 ƒ - 7 § ) \ �n E J ( A 2 k \/ 0% 7 �R 3 ,\ { � CL � § { I 0 e � J � Z � k % •� : � 0 ; J $ � § i j � 2