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HomeMy WebLinkAbout020-1268-40-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and-Building Division INSPECTION REPORT Sanitary Permit No: 515278 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: Beno , Arl n L. Hudson, Town of 020 - 1268 -40 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: /� G ' l `j ' L�z�) - �_ a - ��_ 24.29.19.1323 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark � .� �c. Dosing Alt. B M To Aeration / / Bldg. Sew 3 3Y 06 3 Z '73. - 75 Holding St/H Inlet 3. 3 ,0 St/Ht Outlet / �- TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet / i Septic N c�1I / �' Dt B � 3 J� Dosing Head an . i } 3S' S�`� ro • 3 S o s Aeration Dist. Pip 3 e ,. Holding Bot. 6yste Final Grade PUMP /SIPHON INFORMATION T6 h2 r ' o�ntti /D 2 f Manufacturer Demand St Cover GPM /Oz Model Number r TDH Lij , � Frictiioon L System Head T H - la &1mmain Len�� � Dia. � A Dist. to weu V (/rts SOIL ABSORPTION SYSTEM BED /TRENCH Width Len th No. Of Trenches PIT DIME S No. Of Pits Inside Dia. Liquid Depth Ad DIMENSIONS rte' I SETBACK SYSTEM TO P/L J W LL LAKE /STREAM LE Manufacturer: INFORMATION MBE R OR Pv Type f ystem: ' 20D / / UNIT Model Number. D I S T R !14UTjO N SYSTE Mj, VK j 0 , th 1,x.5 4) r.__ i t ' Heade anifold Distribution I x Hole Size x Hole Spacing V t toAir Intake n L i 1 1-ength Len 2 ' S Dia 2 ? gth Dia ' ` >� Spacing 2 ' S v 1 7 Z ' f Z� rl s SOIL COVER x Pressure Systems Only x Mound r At - Grade Systems Only Depth Over Depth Ov dxx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil_ , Yes ® No go Yes a No "tom COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 2 Inspection #2:7 ; Location: 821 E. Hwy. - 122 Hudson, �WII -54016 (NW 1/4 NW 1/4 24 T29N R19W) Sunridge Lot Parcel No: 24. 9.19.1 d ` 1.) Alt BM Description = ! v - U Y r _ fh6 � ' � a `'� Z Yi, � � � f )�l � 1 (.. � � 5' " 1 L '`I.,C r�G � C 1 f� �G ,L t l / 2.) Bldg sewer length = 7 _p f - amount of cover = ) f �� �� s '� �` J 712 0 Plan revision Required? F Yes o > Use other side for additional information. _ ._LLt - -2^� FZ_ SBD -6710 (R.3/97) Date Insepctoes Signatu a Cert. No. eommerceml.gov Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 ' W i sconsi n Madison, WI 53 7�� Sanitary Permit N �( efilledinbyCo.) Deaarpnont of Commerce j � S Sanitary Permit Application State Transaction Number In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental / 1U 30 unit is required prior to obtaining a sanitary permit. Note: Application forms for state -owned POWTS are Project Address (if different than mailing address) submitted to the Department of Commerce. Personal information you p dary _p urposes ses in accordance with the Privacy m Law, s. 15.04 1 tats. .. S I. Application Information - 'Please Print All Iffiftmation Property Owner's Name Parcel s A -1- Al d JUN 17 2010 0.2© -- /z c S- Property Owner' ailing Address ST. CROIX COUNTY Property Location � ��, • PLANNING & ZONING OFFICE Govt. Lot (. 1,323 ) City, State Zip Code Phone Number S ���� , .2 Z GL /•, /,, Section /��LL�ts'O -[ j ) � : ' �l � / (circle one) T a�7 � N; R Eo&J II. Type of Building (check all that apply) Lo 1 or 2 Family Dwelling — Number of Bedrooms Subdivision Name � *A^ 10"4 Blo ✓�GV.tJ /z ^� ❑ Public /Commercial - Describe Use ❑ City of ❑ State Owned Describe Use CSM Number ❑ Village of - / 5 X 9a � Town of 64 d e , ,J III. Type of Permit: (Check onl one box on line A. Complete line B if applicable) A. placement Sy stem ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal El it Revision ❑ Change of Plumber El Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner I tin IV. Type of POWTS System/Component/Device: Check all that appl ❑ Non - Pressurized In- Ground ❑ Pressurized In- Ground ❑ At -Grade ,,Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable so' N Q Holding Tank 11 Other Dispersal Component (explain) ❑ Pretreatment Device (explain) s '` V. Dispersal/Treatioent Area Information: Design Flow (gpd) Design Soil Application Rate( g f) Dispersal Area Require " f) � Dispersal Area Propo System Elevation VI. Tank Info Capacity in Total 4 of Manufacturer Gallons Gallons Units a c New Tanks Existing Tanks c �a bk ( 4& a w C7 a Septic or Holding Tank v ee S ° e , y Dosing Chamber J , VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS s wn on the attached plans. P l umber's Name (Print) / Plumber's Signature P PRS Number Business Phone Number ` 44 14e af�G' �� G`�r�J� a � �j`f d ? L S ^3Z�6"'3r �1 Plumber's Address (Street, City, State, Zip Code) / ,± VIIIL,.County /De artment Use Onl jK pproved Disappro Permit Fee Date ssued Issuing A Signature Own on for De $ �. to (� Z1 /d IX. Conditi ro al/Reasons for Disapproval ER 3) d 6?V4%, f. Septic tank, et al lt b and ` (/f J (1 �, dispersal cell m must all be services /maintained 1 J If � �` as per management plan provided by plunilW. �. .47 On5 t ^ 2., AU sRtback t*gWements mustbe maintained w A,r J e system and submit to the County only on paper noll less 1han a 112 x 11 J hChes in size _ r / / s� c,Jw1 S / . SBD -6398 (R. 02/09) Valid thru 02/11 o �, • So,Yedalua�o.,,cy� 3 f�� /yn�.�susan E.rBw 12 ,Lo�.ZG, P /a�oF•�u..,r�d Proposed te),es�C'rrnere i,� /7wkil)JAvvy;.5ee. zit U V T. 2 Ff. T` oe' c5. T /,o ,a / -SAS u d4m S6. cro s u;. / �Jc%g( - ro izbB• yo_ ct7 P Ao� 6Ci nq 3.2Offcres d 3 bxdrao,y 40 v ♦ z q, sloe EX� r E,•�� o C l I P roPostd Mokrid of 7D. /8'X 107-53' 14Y Four N /a �& - 4✓s VV z 7'"Y % or, Gas c-ca r � ' ' • ' �'t 1.17' t r 8 2 �- P9.8o �' 9 Safety and Buildings Iti ww 10541 N RANCH ROAD commerce.wi.gov HAYWARD WI 54843 iscons in Contact Through Relay www.commerce.wi.gov /sb/ Department of Commerce w.wisconsin.gov Jim Doyle, Governor Aaron Olver, Secretary June 11, 2010 CUST ID No. 227990 ATTIC• POWTS Inspector WILLIAM C SCHUMAKER ZONING OFFICE SCHUMAICER PLUMBING ST CROIX COUNTY SPIA 1070 SCOTT RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/11/2012 Identification Numbers Transaction ED No. 1804301 SITE• Site ED No. 757308 Arlyn & Susan Benoy Please refer to both identification numbers, 821 E Hwy 12 above, in all correspondence with the agenc Town of Hudson St Croix County NWIA, NWl /4, S24, T29N, R19W P FOR: Coll Description: Mound, 3 bedroom residence Object Type: POWTS Component Manual Regulated Object ID No.: 1269009 Maintenance required; 450 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade; System(s): Oi l Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01), Pressure Distribution Component Manual -; ersio ► ` 2.0, SBD- 10706 -P (N.01 101), SSWMP Pub. 9.6; Effluent Filter r The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes SEE and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Key Item(s) • 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. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • The bottom of the distribution cell shall be level per the Mound Component Manual. The "D" dimension shall be a minimum of 12 ". The maximum finished slope of the mound surface shall not have a slope ratio steeper than 3:1 per the Mound Component Manual • The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle size. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the effluent filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. Reminder f WILLIAM C SCHUMAKER Page 2 611112010 • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of COMM 84. • The existing POWTS must be properly abandoned per s. Comm 83.33 Wis. Adm. Code. • Maintain well and waterline set backs per COMM 83.43(8)(i). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. 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 on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Patricia L Shandorf .. POWTS Plan Reviewer, Inte ated Services WiSMART code:; 7633' (715) 634 -7810, Fax: (715) 634 -5150 , M -th 8:00 - 4:45 pat.shandorf @wisconsin.gov cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 828-5902, Monday, 7:00 A.M. To 3:30 P.M. Notice: Starting July 1, 2009, no person or entity may engage or offer to engage in construction business in Wisconsin unless they hold a Building Contractor Registration, or equivalent, issued by the Safety and Buildings Division of the Wisconsin Department of Commerce. "Construction business" means a trade that installs, alters or repairs any building element, component, material or device that is regulated under the commercial building code, chs. Comm 60 to 66, the uniform dwelling code, chs. Comm 20 to 25, the electrical code, ch. Comm 16, the plumbing code, chs. Comm 81 to 87, or the public swimming pools and water attractions code, ch. Comm 90. The term does not include the delivery of building supplies or materials, or the manufacture of a building product not on the building site. For further information, go to our website: www. commerce. wi. gov/ SB/ SB- BuildinizContractorProgram.html Safety and Buildings 10541 N RANCH ROAD commerce .Wl.gov HAYWARD WI 54843 Contact Through Relay isconsin www.w www.co sin.go / t i� e partment of Commerce iscosin.gov Jim Doyle, Governor Aaron Olver, Secretary June 11, 2010 CUST ID No. 227990 ATTIC• POWTS Inspector WILLIAM C SCHUMAKER ZONING OFFICE SCHUMAKER PLUMBING ST CROIX COUNTY SPIA 1070 SCOTT RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/11/2012 Identification Numbers Transaction ID No. 1804301 SITE: Site ID No. 757308 Arlyn & Susan Benoy Please refer to both identification numbers, 821 E Hwy 12 above, in all correspondence with the agenc Town of Hudson St Croix County NWl /4, NW1 /4, S24, T29N, R19W FOR: COI Description: Mound, 3 bedroom residence Object Type: POWTS Component Manual Regulated Object ID No.: 1269009 Maintenance required; 450 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade; System(ss Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 101), Pressure Distribution Component Manual .Versio 2.0, SBD- 10706 -P (N.01 101), SSWMP Pub. 9.6; Effluent Filter , The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes. SE and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Key Item(s) • 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. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • The bottom of the distribution cell shall be level per the Mound Component Manual. The "D" dimension shall be a minimum of 12 ". The maximum finished slope of the mound surface shall not have a slope ratio steeper than 3:1 per the Mound Component Manual • The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle size. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the effluent filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. Reminder MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Benoy 3 bedroom residential mound Owner's Name: Arlyn L. & Susan E. Benoy Owner's Address: 831 East Hwy. 12 Hudson, WI 54016 Site Address: 821 East Hwy. 12 Legal Description: NW1 /4 NW1 /4, Sec.24, T.29N., R.19W. Township: Hudson County: St. Croix i Subdivision Name: Sun Ridge Lot Number: 26 Block Number: Na C I,�ly vo Parcel I.D. Number: 02,10-1268-40-000 E 1tif� �E.Nj OF W Plan Transaction No.: SPA Page 1 Index and title P�SP0�.10 Page 2 Data entry DR d Page 3 Mound drawings b I Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan curve and Page 7 Pump cu specifications p Page 8 Site Plan Page 9 Attached soil evaluation report Designer: Bill Schumaker License Number: 227990 Date: 0 Phone Number: (715) 386 -3121 Signature: Gy Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706 -P (N. 01/01) Version 5.1 (R. 06/06) Page 1 of 9 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 Estimated Wastewater Flow (gpd) Table 83 -44 -3 in -situ soil treatment for 1.56 Peaking Factor (e.g. 1.5 = 150 %) fecal coliform of <= 36 inches. 450.00 Design Flow (gpd) 0 6700i Site Slope ( / o) 100.00 ; Contour Line Elevation (ft) 24.001 Depth to Limiting Factor (in) 0.40; In -situ Soil Application Rate (gpd /ft Distribution Cell Information 9 Dispersal Cell Length Along Contour (ft) = 5.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /ft 1 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 F___ Lateral Spacing (ft) If N above, enter the elevation (ft) 4 Number of Laterals of the highest point. 0.1125; Orifice Diameter (in) 2.25! Estimated Orifice Spacing (ft) = 5.63 ft /orifice 2.001 Forcemain Diameter (in) 250.001 Forcemain Length (ft) Does the forcemain drain back? Y 90.00; Pump Tank Elevation (ft) Enter Y or N A 5.77 System Head (ft) x 1.3 40.78 Forcemain Drainback (gal) Vertical Lift (ft) 56.41 5x Void Volume (gal) Friction Loss (ft) 97.19 Minimum Dose Volume (gal) 0.00 In -line Filter Loss (ft) 32.95 System Demand (gpm) 22.77 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x x 1.00 x 1.50 x 1.25 x x 2.00 1.50 x 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information 646.00: Total Tank Capacity (gal) 1000.00 1 Septic Tank Capacity (gal) 38.00 Total Working Liquid Depth (in) Wieser Concrete Manufacturer 1 17.00 gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 646.00 Dose Tank Capacity (gal) PolyLok Filter Manufacturer 17.00; Dose Tank Volume (gal /in) PL -525 Filter Model Number Wieser Concrete Manufacturer Project: Benoy 3 bedroom residential mound Page 2 of 9 Mound Plan and Cross Section Views T 1/10 B J . —♦ Observation Pipe . . — .4 K B .:•:•:•:•:•:•: I L Mound Component Dimensions A Al2.00 ft E 15.60 in H 1.00 ft K 8.76 ft B ft F 9.25 in z 9.41 ft L 107.53 ft D in G 0.50 ft J 5.77 ft W 20.18 ft 450.00 (ft Dispersal Cell Area 1296.49 (ft Basal Area Available 5.00 (gpd /ft) Linear Loading Rate 9.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.77 (ft) ----► ♦ H G 1 I F 101.50 (ft) Lateral Dispersal Cell atera 101.00 (ft) --o — Invert Dispersal Cell Elevation D Q ... 100.00 (ft) Contour Elevation 6.0 %Site Slope # Geotextile Fabric Cover Shading Key c I — Dispersal Cell See lateral details on 1❑ ® Topsoil Cap c ° 1.5 ft ;. Page 4 for number, size, 0 Subsoil Cap y o::;: ; ' ` `!::: and spacing of laterals. c i Laterals are equally ©0 ASTM C33 Sand a Z F spaced from the Typical Late T Tilled Layer c 0 0.5 ft ':'...ypral ®0 y distribution cell's © Aggregate o centerline in the —* A distribution cell (Ax6). Project: Benoy 3 bedroom residential mound Page 3 of 9 Center Connection Lateral Layout Diagram Force main connection via tee or cross to mandold at anq point Laterals are identic al 0 10 P 5 •= Turn -up niball valve or 41(- 41 Laterals h force main of PVC Sch 40 cleanoutplug per COMM Table 84.30.5 Holes drilled on the bottom of the latera Number of Laterals 4 Orifice Diameter 0.125 in Lateral Diameter 1.25 in Orifice Spacing (X) 2.27 ft Lateral Length (P) 44.27 ft Orifices per Lateral 20 Lateral Spacing (S) 2.50 ft Orifice Density 5.63 ft /orifice Lateral Flow Rate 8.24 gpm Manifold Length 2.50 ft System Flow Rate 32.95 gpm Manifold Diameter 1.25 in Total Dynamic Head 22.77 ft Forcemain Velocity 3.37 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and -r Comm 16.28 WAC 4 in. min. Disconnect -_ Tank component is properly vented rLForcemain Alternate outlet location diameter Wieser Concrete Manufacturer 2 in. Capacityl 646.00 Gallons Volume 17.00 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 18.28 310.81 B 2.00 34.00 C P = ump off elevation (ft) C 5.72 97.19 91.00 D 12.00 204.00 D Total 38.001 646.00 i I Do se tank elevation (ft) 3" Bedding uncTer tank. 90.00 Alarm Manuafacturer LevelArm Alarm Model Number DLV Pump Manufacturer Goulds Pump Model Number 3871 EP05 Pump Must Deliver 32.95 gpm at 2 2 ft TDH Project: Benoy 3 bedroom residential mound Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name Bill Schumaker Phone (715) 386 -3121 POWTS Regulator's Name St. Croix County Zoning Dep't. Phone (715) 386 -4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 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 Coliform >10E4 cfu /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 evey 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 years Moundl Inspect for ponding and seepage once every 3 years 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 Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Benoy 3 bedroom residential mound Page 5 of 9 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), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706 -P (N. 01 /01)j 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 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 septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. 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 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 continuously. Intermittent filter 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 filter 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 BOD 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 above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continnency 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 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 its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing 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. Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. Project: Page 6 of 9 f r P� GOU PUMPS Submersible Effluent Pump Ad, EPO4 3 871 EP05 APPLICATIONS • Fully submerged in high ■ EP05 Impeller: Thermoplas- ■ Bearings: Upper and lower grade turbine oil for tic enclosed design for heavy duty ball bearing Specifically designed for the lubrication and efficient improved performance. construction. following uses: heat transfer. ■ Casing and Base: Rugged • Effluent systems thermoplastic design provides AGENCY LISTING • Homes Available for automatic and superior strength and corrosion • Farms manual operation. Auto ' Canadian Standards Association • Heavy duty sump matic models include resistance. o • Water transfer Mechanical Float Switch ■ Motor Housing: Cast iron • Dewatering assembled and preset at the for efficient heat transfer Goulds Pumps is ISO 9001 Registered. factory. strength, and durability. SPECIFICATIONS ■ Motor Cover: Thermoplastic FEATURES cover with integral handle and • Solids handling capability: float switch attachment points. -,' maximum. ■ EPO4 Impeller: Thermoplas- 0 Power Cable: Severe duty • Capacities: up to 60 GPM. tic Semi -open design with rated oil and water resistant. • Total heads: up to 31 feet. pump out vanes for mechanical • Discharge size: 1' /z" NPT. seal protection. • Mechanical seal: carbon - rotary/ceramic- stationary, BUNA -N elastomers. • Temperature: 104 (40'C) continuous 1401 (60 'C) Intermittent. METERS FEET • Fasteners. 300 series to -- — stainless steel 9 30 I_ 5GPM' • Capable of running dry without damage to 8 _ ' s rr components. ', zs Motor: r ' D _ • EPO4 Single phase: 0.4 HP, Q 6 20 115 or 230 V, 60 Hz, 1550 a RPM, built in overload with Z � automatic reset. ° • EP05 Single phase: 0.5 HP, o EP05 —.� 115 V or 230V, 60 Hz, 1550 3 10` RPM, built in overload with EPO4 automatic reset. z • Power cord: 10 foot 5ii standard length, 16/3 1 SJTOW with three prong grounding plug. Optional 20 0 0 0 10 z0 30 40 50 GPM foot length, 16/3 SJTW with three prong grounding plug o z 4 6 s m standard on EP05). .►t. %� "Mum 10 1z m s•t t'-'6r caPaciTY d� •9s9•P• I' Goulds Pumps '002 Goulds Pumps ITT Industries Effective September, 2002 p 83871 7 = �0' d CaA Sa s an e �ioposc.d tc):cs�C'�,»cre�e w /IwYs/r1wYy;.Scc..z'f w� Aiati /rte - rrr P eor►� b,'�u � Uhl 77A 9•f le 414,., T oo' �! 4 d1 )4 ,off -S3S Q A. dsor�, S6. ���e ; u e6clume, 4 /E4/a 6 T. ac&E/Ai, j 3.20 4cre yo - Q ��� bc, n� 3. zs�siu'es 3 Lt4k M /o/ 68' ♦ io% 9B' z �• slept cot d a bl t � . �.,•�� � � � P�opose.� rVt o knd F f 1.a. /8'z io7S3' .�}' 6' "Y 9o' d,'sP�isay�c // Fo"r (1) / a � /s a yf.' z 7' 4y % or, .V C.5 6,44 cm! at Z..¢7,' o� iocy �o" 83� ' - 95l ct�' Lot C,;ne 018 [ings P Wisconsin Department of �"'" OIL EVALUATION REPORT Page of Division of Safety and Bull T. CR01?S w� ( Comm 85, Wis. Adm. Code Attach complete site pla ING & ZONING OFW(CE County /� f emelf"I" 1 Inches in size. Plan must l include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. u percent slope, scale or dimensions, north arrow, and location and distance to nearest road. .2 6 L / - ( ?j L Please print all information. eview Date Personal information you provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)). G��(/� �� /� 7 Property Owner Property Loa at l Govt. Lot ��L, 1 /4 A)014 S� T a N R E (or Property rs Mailing A ress Lot # Block # I Subd. Name or M# State Code Phone Number ❑city El Vi ge `� To Nearest Road ❑ Construction Use: esidential / Number of bedrooms Code derived design flow rate b GPD placement ❑ Public or corn r 'al - Describe: __— Parent material aq ff 7� 'il*lood Plain elevation if applicable General cormfents� and recommendations: System Typ 2 4! a A- System Elevation M E] Boring # El Boring � _ Pit Ground surface elev ft. Depth to limiting factor —,.,/) In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/If in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 D 0 3 /t- l' lc 8 2- 2 Ong # ❑ Boring / EX Pit Ground surface elev . b ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. �r 'Eff# #1 1 'Eff #2 a !/ Z_ ! J 0 s y i� Effluent #1 = BOD > 30 < 220 mg& and TSS >30 < 150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Nwv (Please Print) ture CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Eval tion Conducted Telephone Number i V 1008 192nd Ave, New Richmond, WI 54017 ���� 715 - 246 -4516 � L Property Owner _ Parcel ID # Page of 3 B oring # ❑ Boring l a rnrn pit Ground surface elev. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I 0—) 0 10 311 - d o , 2 - f 3 ,7'7 f F-1 Boring # E] Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. aoilplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP 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 ication Rate Horizon ')epth Dominant Color Redox Description- Texture Structure Consistence Boundary Roots GPD/fF 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/- and TSS 5 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 altemate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SBD -8330 (R.6=) 1 i r Property Owner _ Parcel ID # Page of ❑Boring # ❑Boring pit Ground surface elev. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 0 ^)0 )0 3f C ru- 2_ o- 0 - - 1 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F-1 Boring # E] Boring El pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff 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 (8.6/00) Soil Test Plot Plan Project Name Arlin Benoy Shaun Bir Address 831 Hwy 12 Hudson Wi 54016 CS 2 900 Lot 26 Subdivision Sun Ridge Date 1 /09 N W 1/4 N W 1/4S 24 T 29 N /13 W Township Hudson ❑ Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 100.0' *HRPSame as Benchmark Hwy 12 4 acre parcel Scale is F = 40' unless otherwise noted D Property Line Existing T 30' H ouse to be t orn down p' System still functions and there is no above ground discharge AL 30' 150' Well 100' 40' 99' 25' B -1 90, 98' 97' 'Well 60' 15' 0, -3 6% Slope , 70' B -2 � * k &M. 50' 10 Property Line CONSENT OF MC We, Verl — of the above mapp and c Y „ consent to tr S 830 E. Benoy, Arl S 83 5 � , i 0 p y y 509.19 In the 1 304.7 � 204.45 u) EXISTING DRIVEWAY EXISTING DRIVEWAY -+}-I 0 1 in M m - HOUSE 3C Ve yn 4. Ber - -- � NE � I W SETBACK - o �j Wayro6 A. Benc O 1, 27 0 0� O O SHED 2,012 AC, O Qi State of 64isc O 87,653 Sq. Ft. JI m / p Z 1 St. Croix, Cou 01 W HOUSE ' \ z 303 .00 W 11 Personal \ N 9 0' 0 ' 00 " W 1- the above nafr O 'i 160.35 ' 142.65 F i me known to t ( 1 �� 4 acknowledged acnowe O ` 9 ACS, /SHED N 90 °00 00 E a; g • 285,744 -Sq. -#t. HED W z� N SHED --[= O [votary Public K O My commission � BARN ° O O SHED z N 90'00'00 "E 394.00' UNPLATTED LANDS Curve Lot Radius a No No Length Ar 1 D RESOIAMON 1 -2 - 317.00' 6C Aved, that the Plat of SunRidge in the Town of udson, Greenwood Enterprises, 15 2 'ier, is hereby approved by t".m Board. 14 3? / j 3 -4 383.00' 6( A{JQZlNet3: L� /' 6 1 c R. .�d�� Z ZI 8 2� 5 -6 667.00' 3( • Dgnal , 11 2( road 1 7 -8 - 733.00' 3' areby certify that the foregoing is a copy of a resolution adopted by the Town 12 11 f the Town of Hudson. Road It 1 25 It 21 9 -10 - 167.00' 1. Rita M. Horne, 'Down clerk 12 " 1 17 " ESTRICTICN CLAUSE 11 -12 25 233.00' 1 13 -14 24 80.00' 4 owners, we hereby restrict all lots and blocks, in that no owner, possessor, 14 -15 - 80.00' 2 r licensee, nor other person shall have any right of direct vehicular ingress 24 11 9 s with State Trunk Highway "12 ", as shown on the Plat, except by way of the 23 " 3 __ _ _ _ 2— —z -. _-A .,rte . — t►,o attar -hM Plat; it being expressly intended 22 3 ST. cROIX COUNTY SEPTIC, TANK MAINTENKNCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Chvner/Buyer Mailing Address Fl o� e' Property Address � 5 uction.) (Verification required from pl ann i ng & "ag Department for new consu State .2 CO .'ity/ Parcel Identification Number LEGAL DESCRI Property "cation.�e!!�4-'—'/4 1 /4 Sec, 2 T 2 j�� N R. /' W, Town of Subdivision Lot # -,2G' Certified Survey Map # Volume Page Warranty Deed # ge # 0 Pag Volume Spec house ye.,; Lot Lutes identifiable rr) no SYSTEM MAINTENANCE AND OWNER C improper use and maintenance of your septic s ystem could result in its premature f to handle waste's. 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 s can affect the function of the Septic tank us a t stage in the waste disposal system. o wner ma i n tenance responsibilities are spef;ff'PA in SCOMM 83-52(2.) and fin Ch apter 12 - St, c, . jo c Sanitary Ordinance, The property owner agrees to submit to St. Croix county Planning & Zoning Department a certification form, signed by the o wner and by a master plumber, j ourneyma n plumber., restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) a ft er i and pumping (if necessary), the septi laa is los% than 1/3 full of sludge. [/we, 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 Comr=ce and the Department of Natural Resources, State o f Wisconsin. Certification stating that your septic system has been maintained must be completed and re turned to the St. Croix County Planninp & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are ulle to the best of my/our knowledge. Uwe a nitam the ow►ler(S) Of die property described above, by virtue o f a warranty deed recorded i R of Deeds Office. Number of bedrooms X V DATE SI GNATURE 0' APPLIC , NT(S) Any information that is m isrepresented may -result in the sanitary perm b revoked by the Planning & zonitir, Deparm-wnt. led survey niap if y deed fyonj the Register of Deeds office and a copy of the cerir Include with this application a recorded warrant reference is made in the warra-Ay deer],. (REV. 08/45) .1 2 6 5 5 P 18 1 7742 1 4 KATHLEEN H. UALSH Document Number QUIT CLAIM DEED REGISTER OF DEEDS ST. CROIX CO., MI VERLYN E. BENDY, ARLYN L. BENOY AND WAYNE A RECEIVED FOR RECORD BENDY, as tenants in common, Grantors, quit claim to ARLYN L. 09/14/2004 10:00AN Y and SUSAN E. BENOY husband and wife as BEND S S DUIT CLAIN DEED survivorship marital property, Grantees, EXERT # REC FEE: 11.08 the following described real estate in St. Croix County, State of TRANS FEE: 248.00 Wisconsin: COPY FEE' CC FEE: PAGES: 1 A parcel of land being part of Lot 26 of the Plat of SunRidge, and being located in part of the NW '/4 of the NW '/4, and in part of the NE '/4 of the NW '/4, and in part of the SE '/4 of the NW '/4, and in part of the SW '/4 of the NW '/4 of Section 24, T29N, R19W, Town Return to: of Hudson, St. Croix County, Wisconsin, and being more D. Peter Seguin particularly described as: Mudge, Porter, Lundeen & Seguin, S.C. Beginning at the Northeast corner of said Lot 26; thence 110 Second Street, PO Box 469 SO °00'00 "E (assumed bearing referenced to said Plat of SunRidge) Hudson, WI 54016 273.01' along the West line of Lot 27 of said plat; thence Tax ID # 020 - 1268 -40 -000 N90 0 00'00 "E 160.35' along the South line of said Lot 27; thence SO °00'00 "W 195.11' along the East line of said Lot 26; thence N90 00 00 W 394.00 along the South line of said Lot 26; thence NO 0 00 00 W 430.03 along the West line, and its Northerly extension, of said Lot 26 to the Northwesterly line of said Lot 26; thence N61 °50'26 "E 34.45' along said Northwesterly line to the Southerly right -of -way line of U.S. Highway 12; thence N83 °52' 10 'E 204.45' along said right -of -way line to the Point of Beginning; containing 137,533 square feet (3.157 acres) more or less. This is not homestead property. V*ed this day of September, 2004. (SEAL) (SEAL) yn . Benoy * rkrlyA. Benoy (SEAL) t t J ;0 . *Wa A. Benoy t 2`• I 1 p •• r' AUTHENTICATION ACKNOWLED d Signature(s) of Verlyn E. Benoy, Arlyn L. Benoy and Wayne STATE OF WISCONSIN ) ' ,� �'••�••;` \ \� A. Benoy authenticated this day of September, 2004. )ss N3 COUNTY OF ST. CROIX ) TITLE: MEMBER STATE BAR OF WISCONSIN Personally came before me this /Y' day of September, If not, authorized by t 706.06, Wis. Stats. 2004, the above named Verlyn E. Benoy, Arlyn L. Benoy and Wayne A. Benoy, to me know to be the persons who executed THIS INSTRUMENT DRAFTED BY: the foregoing instrument and acknowledged the same. D. Peter Seguin, Attorney ( / ' Mudge, Porter, Lundeen & Seguin, S.C. _,�`? -Q ` GU�L�s / A 110 Second Street, PO Box 469 Notary Public, State of Wisconsin �h if - r/ Hudson, WI 54016 My Commission (expires): / (Signatures may be authenticated or acknowledged. Both are not necessary.) *Nana of persona signing in any capacity should be typed or primed below their signatures. QUIT CLAIM DEED 1GE OF THE NW 1/4, AND IN THE SE 1/4 OF THE NW 1/4 OF SECTION 24, T2 9 N, R 19 W, TOWN OF OWNED BY o-rHERS _ CONSENT OF MORM D LANs - - -- _ �^ We, Verlyn F _ O of the above desc - --- `- -- mapping and dedic u consent to the & HIGHWAY :' 1 2 _ W � _ _ E. Benny, Arlyn z 0 34 � . -f �-- RECORDED AS .' S 8 509 . 19 In the prese 5 83 ' 10 I 304.74 1 0 4.7 4 — 1 � I I � 20 I I 0 �'- EXISTING DRIVEWAY EXISTING DRIVEWAY 41 0 - _ I 1 \ �— (�l I N — _V_ HOUSE 3 Ve yn ;E- Benoy, LINE W SETBACK t _ �' o \ O O N; m I Wa A. Benoy, I O Di W 0 27 O , 1 1 O SHED 2.012 AC. O Q I O State of Wiscons: 0 87,653 Sq. Ft. Z J; > ; St. Croix County / o� M 01 HOUSE /� �� 1 z 303.00 W I } ; Personally W 1\ N 90 ' 0 0" W H- m the above named, 142.65 i me known to be t 160.35 ' Q i o acknowledged the U .° ( 26 1 SHED -� j N 90000'00 E a� W C3 \G5�9 AC J Z w i a 285,14 —S4. -fit HED O i O O O O O Notary ublic, S N SHED - � Vi O My c ommission BARN � O O Z SHED N 90'00'00 "E 394.00' Curve Lot Radiu UNPLATTED LANDS No No Lengt OWNED BY DEVELOPER 1 -2 _ 317.0 RESOLUTION �------------ - - - - -- 15 " 14 ed, that the Plat of SunRidge in the Town of dson, Greenwood Enterprises, 3_4 _ 383.0 is hereby approved by the - Board. I 5 6 7 Approved Do R. Jordan, • rman 5 - -6 8 567.0 Blk " N Signed: t4 10 Donald R. Jordan , irman 11 ' Road 7_8 _ 733.( by certify that the foregoing is a copy of a resolution adopted by the Town 12 Road ,o Trroun of m irlGnn _ _ _ f � w • 1 ■ ■ ■ ■■■ I ■ ■ ■ ■ ■ ■ ■►�� tZ v. lz UJ CO 40 i ■ ■ ■■ i!!! ■ ■ ■ ■ ■ ■ ■I — i ■�1 ■ ■r.B.ZCC■ ■liiiii' �v �i■■ ■■■ ■� ■r ■ ■ ■ ■ ■ ■iLiiii. ■i9 ■ ■■ MCC li ■ ■■ 1 ■ ■i ■►'1 ■ ■1 /■ ■ ■■ 1 ■ ■ ■ ■ ■ ■ ■1 i ■ ■i■ - 1 ■ ■ ■ ■ ■ ■ ■1 1 0 1 1 1 1 !l 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ !�■ — .. IPA ■ • LU co Or ca 1��1t� • 1 - - go an Ln I