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026-1298-03-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix 'Safety and Building Division ' INSPECTION REPORT L # 3 1 Sanitary Permit No: 488112 0 GENERAL INFORMATION (ATTACH TO PERMIT) / ate PI ID No: TRA Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). 12 :-- s ' I Permit Holder's Name: City Village X Township Parcel Tax No: Lind, Grant I Richmond, Town of C>Zte — 129 — 0 3 — 000 CST BM EI v: I Insp. BM Elev: / BM Description: Section/Town /Range /Map No: . r J e ST R YA 34.30.18. J TANK INFORMATION ELEVATION DATA TYPE MANUFAC U ER CAPACITY STATION BS HI FS ELEV. F3 low Septic � r � 2� Benchmark � 5 „ Z 1 � J ' 6 Dosing Alt. BM 5.T A Aeration Bldg. Sewer Z� / 3 ov.Z(o Ho Wi ng St /Ht In 0 2-1 TA ETBACK INFORMATION St/H et Vent o it Intake ROAD Dt I S ep t ic / _ o om 9iOS 1� r u LA u 1 SL / ea er 2 Header/Man. -3 0% A eration D ist. Pipe ' .3 7 S D H olding Bo t. System � G � . �p i al ra e \ PUMP /SIP ., FORMATION t�j�,,;(� he „�f /Z �+ -- 1 anu ac urer eman o er �^ p� r GPM 5 6 S d .'t 02. 0� o e um De r '-- r lc I n oss ys em ea I L ITI .�� 2•oS 3.2s �. rcem I 1 1-eng in ^ t IN. ' 2— It (A S IL ABS PTION SYSTEM / IL111YE11 01 1 D11VIENSIONZ No. U1 r1lb 1115lut: I-Ad. ENSIGNS l o t I ZtskGIs Sr INFORMATION CHAMBER �k s 73r UNI ; �Q � • otStQ L. U111 10 A N I 2 r Pipe(s) 3 / r 4 Length Dia / Length •g Dia I (` Z Spacing l Ilp ( o FAEL .1 x Pressure Systems Only xx Mound Or At - Grade Systems Only Bed/Trench Center BedlTrench Edges Topsoil J j Yes L,,, No ;; Yes No COMMENTS (Include code discrepencies, persons present, etc.) Inspecti #1:/ Inspection #2: Location: 1210 128th Street - - t New Richmond WI 54017 SW 1/4 NW 1/4 34 T30N R180) eadows North Lot 3 Parcel No: 34.30.18. �� pp T. v�rr^ ht�''ef ►,1e j l 1.) Alt BM Description = 5 • r ^ n � n � % l � ���iJC �"����/ 2.) Bldg sewer length 41 - amount of cover = � f • l ,� ...p, 3) Plan revision Required? ] Yes y 'No "�— Use other side for additional information. f� g 1, , -[ , , Dc/ S2Q 710 (� '�+�a SY'lit W f �Z�ce_ Safety and Buildings Division County t' 201 W. Washington Ave., P.O. Box 7162 all Visconsin Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) (608) 266 Department of Commerce �$��� 147 S State Plan I.D. Number 5anitar t o i s IMCEIVED y z / In accord with Comm $3.2I ; is. m. perspnal in otmatwn you provide / / may be used for secondary purpo s Priyacy'L.a s 15.04(1)(m) '� 6 { Project Address (if different than mailing address) l,- Q 6) I. Application Information - Please Print All Information C OUNTY Z/Q / Zg s+ T v Property Owner's Name Parcel # Block # Lind pt;x "" Property Owner's Mailing Address Property L.ocati n - -� - ��' �� .r k) 3� L '/,, !V ' /,, Section City, State 30 Zip Code Phone Number AIC-W l ?cA ilno - rt d k1 5LIO `7/Y.2y6 -38/3 circle one) as � II. Type of Building (check all that apply) J T 30 N; R �0 E - 6 k K1 or 2 Family Dwelling - Number of Bedrooms '� /-><p y gQ V � f��._ Subdivision Name CSM Number J ❑ Public /Commercial - Describe Use f � i d i n1 /n C � d%o W s ❑ State Owned - Describe Use M 00 n �p (� `7 k �d ❑City ❑villa X ownship of III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. 9R System y ❑Replacement System ❑ Treatment/Iiolding Tank Replacement Only El 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 D �O �Q' IV. Type of POWTS System: Check all that a 1 ❑ Non - Pressurized In- Ground Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculati Sand Filter ❑ � Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) S a L-.. P V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area wired (sf) Dispersal Area Prop l q�l f) System Elevation 6 �O ✓ Or, � Goo $ -J /300 s*.P 6 0 6/3.11 ISIS 6--F 80 VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic o Bolding Tank Z0V — 1 20 0 Aerobic Treatment Unit Dosing Chamber 0 - 8 00 8 Cam 6�ntt.� n t/ VII. Responsibility Statement - 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plu r' ign ure MP/MPRS Number Business Phone Number Plumber's Address (Street, City, State, Zip Code) VIII. Conn !De artment Use Only A pproved ❑ tsa Sanitary Permit Fe (includes Groundwater Date ISSU Issuin ent Sign tur o Sta s) Surchagre Fee) - _. ❑ er en Reason o ial o IX. Conditions of Approval/Reasons for Disapproval n 1. > qft Wk ellhtent Wier and dlspa►sal od must all be services / maintained ✓L c f ti p w d c.` as per management plan provided by plumber. Z. AN "640 reWirerrtants must be memWned d� r� e(&^ as per appNcsbie code / ordinances. Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 Inches in size I l _ i . � ... ... 1 A. !3 'icy _•; >� Q how 36". l - .. ., a Copy SITE PLAN LEGEND IBM: 100.0' top of 1 "o �_ 5 pvc Pipe 2BM: 99.10' top of 1' pvc pipe X pits No Comm 83 problems Scale 1" — 40' except L A- where indicated 0 V `)° I z BM C X14, i0' System Elev. 99.80' 4 B M a ica ` i > so •4W on contour 99.30 . Site area is 200yds. south of 130` Ave. on the east side of road, lot 3 of \ �, subdivision Riding Meadows North AMP GSep 2.c \7� 'Z% 49.36 i l 0 Project: LWD z3so ' jo f If page 6 of 8 578 �i `� L.o ose 0. Safety and Buildings 4003 N KINNEY COULEE RD commerce .Wl.gov LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsi www.commerce.wi.gov /sb/ www.wisconsin.gov Department of Commerce Jim Doyle, Governor Mary P. Burke, Secretary March 22, 2006 CUST ID No. 225410 ATTN.- POWTS Inspector ZONING OFFICE PAUL R KOEHLER ST CROIX COUNTY SPIA E5678 704TH AVE 1101 CARMICHAEL RD MENOMONIE WI 54751 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/22/2008 Identification Numbers Transaction ID No. 1249759 SITE: Site ID No. 710431 Lind Please refer to both identification numbers, ' 120` Street above, in all correspondence with the 'agenc Town of Richmond St Croix County SW1 /4, NW1 /4, S34, T30N, R18W . Lot: 3, Subdivision: Riding Meadows FOR: Description: Four Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 1066266 Maintenance required; 600 GPD Flow rate; 30 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 101), Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01101); Biofilter 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. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, ('4d [Yl stats. The following conditions shall be met during construction or installation and prior to occupancy or use: D ARTM`Z AF Reminders c , E CO5�R • This system is to be constructed and located in accordance with the enclosed approved plans and with the S E component manuals listed above. • Per manual cited above, 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: • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • 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 POWTS 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. Stat i r R PAUL R KOEHLER Page 2 3/22/2006 • Comm 83.22(7) 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 Owner Responsibilities: • Comm 83.52 Responsibilities. 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. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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 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 Charles L Bratz v POWTS Reviewer II, Integrated Services WSMART`code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday charlie.bratz@Wisconsin.gov cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 I ' Private On -Site Wastewater Treatment System (POWTS) Mound and Pressure Distribution Component Design New Residential application Index and Title Sheet REE Project Name Lind "Al 2 2 2006 Owner: Grant Lind SgFF T1'& `'J INGS Owner's address: 730 6 Street, New Richmond, WI 54017 Location: 120O` Street Street Address SW,NW,34,30,N/R18W Legal Description Richmond township, St Croix county Township /County Lot 3 of Riding Meadows subdivision Contents: Page 1: index and title Page 2: general information & lateral diagram Page 3: mound drawings Page 4: dose tank Page 5: pump information Page 6: site plan Page 7: management plan Page 8: contingency plan Attachment: soil test to state plan OF CU,e"IbcraCE UINGS Designer: L an L Perc Testing LLC (loretta) SP NDDE,NG Plumber (print name): �� f(�' / ���' Signed: Credential Number: /�� -��,� /G� Date: _ zoZe, -eZ ?®f, / 2�4� 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 (01/81) page 1 of 8 SITE PLAN LEGEND k �� 1 IBM: 100.0' top of 1" x1 pvc pipe t��s tafi 2BM: 99.10' top of 1' pvc pipe iiF pits _� No Comm 83 problems Scale 1" — 40' except where indicated System Elev. 99.80' 4 8 M Ic a ` �" ) 50 on contour 99.30' 19 " OO' `Et I O Site area is 200yds. south , 00 '� of 130' Ave. on the east side of road, lot 3 of �u subdivision Riding Meadows i North \ \ , 40'2't.,sf dry„► �� C y� �,6 y.. // C rr y ; bb �� \ ''' (2 t �G l a ll 83 ��- i Project: LIND $--- o laf P re page 6 of 8 4L I �{ o GENERAL INFORMATION NEW SITE Four bedroom home, 600gal DWF center fed system w/4 laterals 2.0% slope system area dispersal cell design loading rate 1.0 oil application rate linear rate 5.94 30" miing soil factor orifice sq /ft. 10.5 00/800 Wieser tank with Orenco filter FT -0822 effluent quality #1 LATERAL LAYOUT DIAGRAM (not to scale) Center Fed System Number of laterals 4 orifice dia. 3 /16in. (0.188') Lateral dia. 1 ' /2 " orifice spacing (X) 36in. (3.0') Lateral length (P) 49.5 ft. orifice spacing X/2 18in. (1.5') Lateral spacing (S) 3.5ft. orifices per lateral 17 Manifold length 3.5ft. lateral discharge rate 11.22gpm Manifold dia. 1 %tin. total system rate 44.88gpm Forcemain dia. 2.Oin. ,Valve box \ Pressure lug finish grade �= P X X/2 S 3.5' (42" 1. Last orifice next to fitting 1.7'(21") I Orifices located on bottom of lateral Force main 2" dia. Project: LIND page 2 of 8 PLAN VIEW OF MOUND (not to scale) A= 7.0' D= 0.50'(6") J= 5.5' required bed 600sq.ft. B= 101.0' E= 0.62' (7 ") I= 8.0' proposed bed 606sq.ft. F= 0.83' K= 8.0' required basel area 1500sq.ft. G= 0.50' W= 20.5' proposed basel area 1515sq.ft. H= 1.00' L= 117.0' observation pipe @ 20ft. Observation pipe J W [- 0 L O A H 0 � 0 a h. . I I L Mound Cross Section View (not to scale) Finished grade elev. 101.63' 1 Lateral invert elev. 100.30' H 2 Dispersal cell elev. 99.80' / / /// / // - - - -- 4 dispersal cell + 2" -- - - - - -- - - -- - -- - -- - -- 04— lateral -- --- - -- - 3 - 3n - - -� - - -- - -- Aggregate bed T6 - -- - - -- - - - -- - -- --- - -- - E -- -- M -- -- -- D - -- - - -- -- - -- - - -- - -- - -- -- - tilled layer tilled layer contour 2.0% site slope elev. 99.3' Numeral Key 1 topsoil cap 2 subsoil cap 1.5ft. 3 ASTM C33 sand 4in. dia. observation pipe 4 synthetic cover over cell with 1 /4in slot 5 aggregate I O.Sft. Project: LIND page 3 of 8 COMBINATION SEPTIC TANK /PUMP CHAMBER (No Scale) .Approved Locking Manhole Cover With Warning Label Attached 4 88 Weatherproof a Approved Warning Label Junction Box V of C Mdc wh-� Lj 12" Minimum al j( � Fin Grade -- Minimum Quick 18" Minimum _ _ Disconnect i 1/4" Weep Hole Baffle i Approved Joint � i A W /40S�.9,40 Pipe f Extending 3' Alarm Onto Solid Soil B Approved Joint On d; w/4" Sdw orc C Extending . giev. 9 Onto Solid Soi Off Q A3—,) D Conc. Block E 141t 3" of Bedding Under Tank --/ 9I ny ^170A 16 L � Notes Pump and Alarm Are On Separate Circuits _f =;zQ ° Tank Manufacturer: \JiEsep, brIC Ae 97. 6�ca�a. � 6•sa s Tank Si ze -Septi c, /Pump : moo I Roo LT Gallons Alarm Manufacturer: Se.arorinc- Model Number: ati m Capacities: A _11_ iaches or y22.56 Gallons Switch Type: m eclnah M 1 + B Z i nches or A , 48 Gall ons Pump Manufacturer: ZOPMf -R + C 5 inches or i .zo Gallons Model Number • - 4F g8 f + D 1 o inches or 2z 2. o Gal Ions Minimum Discharge ate: � GPM Total ..... _ inches or $p9.W Gallons Vertical Difference. Between Pump Off and Distribution Pipe: jo Feet �/�' $ - Minimum Required Supply Pressure: .... :.?:5 It. I -.............. .25 Feet 40 Feet of Force Main x 4 .11 Friction Factor /100Feet: + _.by Feet _ Inch Diameter Force Main Total Dynamic Head: ... = .39 Feet PIaojwr : i_i % © Page 4 of 8 SECTION: 2.20.035 FMO973 QLL4L /TY PUMPS 91AUE �99 " 0198 ® 0 � Product information � t >� y Supersedes presented here reflects, 0997 conditions at time of UL PUMP fZ7. publication. Consult factory regarding discrepancies or MAIL T0: P.O. BOX 16347• Louisville, KY 40256-0347 inconsistencies. SHIP To. 3649 Cane Run Road • LouisWile, KY 40211 -1961 http.lAvww.roeller.com (502) 778 - 2731.1(600) 928 -PUMP • FAX (502) 774 -3624 COMPARE THESE FEATURES • Non - clogging engineered plastic vortex _ O ' 98 Cast Ir on S @r / @S '*k• impeller design. v L • Durable cast construction. Cast switch case, F L O W - MAT E motor and pump housing and base. No (FOR PUMP PREFIX IDENTIFICATION SEE NEWS & VIEWS 0052) sheet metal parts to rust or corrode. FOR SEPTIC TANK • Castings - All cast iron class 25-30 25000# LOW PRESSURE PIPE (LPP) tensile strength. • Bearings - Upper & lower oil fed cast iron. AND ENHANCED FLOW STEP SYSTEMS • Stainless steel screws, guard, handle and EF p arm and seal assembly. • Float operated submersible (NEMA 6) C OR DEWATERING PUMP 2 pole mechanical switch. SUBMERSIBLE • Oil filled motor — hermetically sealed. 1%" NPT DISCHARGE • Permanent split capacitor motor • Entire unit pressure tested after assembly. Automatic reset thermal overload �. protection. i • Carbon and ceramic shaft seal.` • Watertight neoprene "0" ring between MODELS AVAILABLE < motor and pump housing. Automatic or Non - Automatic • Maximum temperature for effluent or • % H.P.,1 Ph.,115V or 230V dewatering 130° F. - 54° C. • Available with Piggyback # 60 cycles, 1725 RPM. Variable Level Float Switch. • Passes % inch solids (sphere). • No screens to clog. • Standard cord length 15' (UL listed). MODEL 98 • 1Y2" NPT Discharge (l Y2" X 2" PVC Adapter included with BN & BE Models). • On point - 9Y2" • Off point - 3" • Major width -10 Va ". • Height -12" SIMPLEX AND DUPLEX SYSTEMS AVAILABLE PACKAGED SYSTEMS AVAILABLE MODEL BN98 Note: The sizing of effluent systems normally requires variable level float(s) controls and properly sized basins to achieve required pumping cycles. 6 of 9 3 7/8 6 1/4 HEAD CAPACITY CURVE MODEL "98" -� / 4 5/8 -1 30 s 2s 3 5/8 6 20- Y 4 t5 O 0 J o f to 3/16 2 l 5 r, 0 A` 0 �k 11 1/2 NP U.S. GALLONS 10 20 30 40 50 60 80 LITERS 0 80 160 240 ll/1 FLOW PER MINUT MODEL 98 60 CYC Feet Gallons I Meters Liters 5 72 1.5 273 10 61 3.i 231 15 45 4.6 170 1 20 25 611 95 - -•t— Lxk Voive: 23' - 1 009971 4 3/16 SK1102 CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators, for duplex systems, are available and Variable level float switches are available for controlling single supplied with an alarm. and three phase systems. • Mechanical alternators, for duplex systems, are available Double piggyback variable level float switches are available with or without alarm switches. for variable level long cycle controls. SELECTION GUIDE Standard all models -Wei ht 39 lbs. - Y 2 H.P. 1. Integral float operated 2 pole mechanical swim,, no external control required. Weight 2. single piggyback variable level float switch or double piggyback variable level, 98 Series Control Selection float switch. Refer to FMO477. Model Volts -Ph Mode Amps m lex Duplex 3. Mechanical alternator 10 -0072 or 10 -0075. M98 115 1 Auto 9.4 1 or 1 & 7 — 4. See FM0712, for correct model of Electrical Alternator. N98 115 1 Non 9.4 2 or 2 & 6 3 or 4 & 5 6. Control switch 10-0225 used as a control activator, specify duplex (3) or (4) D98 230 1 Auto 4.7 1 or 1 & 7 — float system. 6. Four (4) hole J-Pak, junction box, for watertight connection or wire" E98 230 1 Non 4.7 2 or 2& 6 3 or 4& 5 simplex or duplex operation, 10-0002. 7. Two (2) hole J-Pak, for watertight connection or splice. CAUTION ,-"for ini<amaation on additional Zoeller products refer to catalog on Piggyback variable Level All installation of controls, protection devices and wiring should be done by a qualified FM0477; E6t WcalAiternator ,FMO486;MedlanicalA ,FMO495;Srm,p/SewdgeBasGls, licensed electrician. Ali electrical and safety codes should be followed including the most Sirgle Phase Simplex Pump Control, I1d1591i;AlarmSysterns, FM0732 recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAN. T0: P.O. BOX 16347 LordsvrN3, KY 40256-03 Manufadurersof. . O SNP TO. 3649 49 Cane Run n Ro ad ® Lo risle7fe, KY 40211 -1961 Q&murr AW-1w I,.YCE /9499 http !/www t PUMP !0 (502) 778-2731 • f (WO) 92e-PUMP. FAX (1502) -M - - - -� -- Mound System Maintenance and Operation Specifications Service Provider's Name: L an L Perc Testing LLC Phone: 715/664 -8184 POWTS Regulator's Name: St. Croix Zoning Phone: 715/386 -4680 System Flow and Load Parameters Design Flow Peak 600gpd Maximum Influent Particles Size 1/ Bin Estimated Flow — Average 400gpd Maximum BOD5 220mg/L Septic tank Capacity 1200gals Maximum TSS 150mg/L Soil absorption component Size 606bed Maximum FOG 30mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100mL 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 every 6months Pressure System --------- - - - - -- Laterals should be flushed and pressure tested every year Mound -------------------- - - - - -- Inspect for ponding and seepage once every 1 year Other---------------------- - - - - -- Initially filter should be checked yearly to determine service schedule 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 as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(1), 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 6. Lateral Turn-up to finish at grade or above, enclosed in a 6 -8" diameter lawn sprinkler valve box or similar product. (lateral turn -up consists of a long sweep 90 or two 45degree bends same diameter as lateral) 7. Lateral Tum -up on end of distribution laterals after the last orifice. Project: LIND page 7 of 8 � t 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 it's component manuals 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 > 8" 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 slip off the filer when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. 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 personal shall advise the owner of when the next service needs to be done to maintain less than maximum scum and sludge accumulation in the tank. 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 maybe 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 surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations dictate that the mound be heavily mulched as protection from freezing. 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 at least once every 18months. When a pressure test is performed is should be compared to the initial test when the system was installed to determine if orifice clogging has occurred, if clogging has occurred orifice cleaning is required to maintain equal distribution within the 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" considered impending failure requiring additional, more frequent monitoring. Contineencv Plan If the septic tank or any of its components become defective the tank or components shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank or its components become defective the defective components(s) shall be immediately repaired or replaced with a component of same or equal performance. If the mound fails to accept wastewater or discharges wastewater to the ground surface, it will be repaired or replaced. Increasing basal area if toe leakage or by removing biologically clogged absorption and dispersal media and related piping and replacing components as deemed necessary to bring the system into proper operating condition. See page 7 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: LIND page 8 of 8 r Polar 29 06 09.23a USA ANN KROLL 716- 2 p.2 R r&,,!! oatMariorsrya�ttwarg. �►....�� . �.- _�..... A�BRlIQIIllp�ir ll� Qlig dli jlMpl' 11pf INb tlM11 � K S1 IPMUM 6[ caw* - rldu0a, bit rtot INIIFIOd (D:11rft� 1d f k( , d�1K�01! NIA PWOW ( C. f R�' a�f+ �.tC�i�p'dflnMltlOru„Mlllanriw� f���t Pima* prfrtt an a br LAW t�«sewrHnto,wwyo," Ner>�eugr r.wir+�or..M dl q I M l lw tthaft law. a. taw 411 *1� 3 31 0 t�r.p.rgrt2r.,er r P$ftt an K r d � /� o .;,.,r f. GaA. t.at}tA4 'ld4 �u} r r• s ''� T ",` ty ►Y ' i - ; - ; a4l OVURag laTeaw N osmot Ruw '- W !� t to -606 1 G ': '__,.a" - Jul I MW Cwwhkdlon t/su Q ! wmbu or body m, 3 " y d.rrr.d daggn ltvw Set GR _� C]�daoan►rr cl pVACormnntmw-comma p'orar Fkmd PWn w #*m if apokable &t e d _ wwtriwwwwda6m; \ RJ!-- i r' c2 i� � � w+�� P . 1 , 1 ^^ G rr rogrlO nMitiCaalYr.��,fR Dwo boffov boor !WNQRI YlSfi W� -1. >Y • 1' '•� . ......� pory _w�. r'Yi .+, in. M unsa l tau. 8Z Oom Caior . tar. AL oh. �'+ c Z r a FAD am"* 00*V Pit %mu wi aurtz "alev. -oC> ft. Depin b I m*V taciar j Z %/ ift. Hwb on copm Darr&" Color Radooc v4swo on Ttrnwa t:oasisterktf 3aunda:y ftxft in. V Qu. ft Cant Color 1 Cir. 8lt elr `�'� /a P / ---- � � ! ?•rte .,+� r' L. � ' � ! _,� .,�.. '. // L fe r- l • @!ludo M1 a itOD > 36 2'a) ItgA. andTBS a9b so ffot. • oftma #2 = fi n 30 jr Io*%m Dare �wduw, Camwacs ah+t�t a,a : . 2 L20- Id :01 900e tZ '9ai 'ON X03 r r - Mar 2v 06 09:23a LISA ANN KROLL 715 -246 -2444 FROM FPG NO. Feb. 2I 2006 1'-2J. t 1 Fr°I peon [ POrai 1D sl pimp" 000 so"* coo Om ❑p 8air�i GrounO MAW O4P�► b t"Ma taomr at. 13:1 8ound�wX hoots GPOJP s �. T vwdd a COneotencO H~ Rednx DeseriPW Gr. $x. 5n. Yunad M. SL Cant COW / s J I L I � ird 3; soft awkv 0 fm amling View IP Q Pet t3varnd 8nw+dary Roos r% RedOx DssO Vkm Texture 5M m t;Onsiit6• 4i tma D"th mni Gr. Sz. SP. in. n Ou, >�. CAM. Color i A 8oMn9 h, Ospq, to iUn�r+g 8arirq * Around eurho0 elev. ❑ Ptt ®oundarY Roots '3V0��• Teem M Core N Hamm C1eDb DWWnald Cl D0WIM• . st Sh. in. Munaotl ck 3 i w • 1S0 ' e og n HOD, 5 30 rtgl� end TS5 < 30 nxo, ERk d � s 70 1220 MUL and TSS s 30 _ ►n9�- to access 3 tt�r smrnw prpvid� a,nP�oyet �f n nand sSSi3fa!!Ci c �c r The Doput eot of Casn�a►otce is sa sq" of ca�►taot tLs ddPd a< 608 -1bd -� t 5! rr TCY 60S -264- _8 Good tpatetlal is aa� dDeraaut _ seem v+� I P.4gr 29 06 09:24a LISA ANN KROLL 716.246 -2444 4 PAGE its ' /a. r N R ► (r+r N AME ^� i1 oc<�,t� crS LOTS Lr AL D CSCRIPTiON - -- -- - a. _.x_r r f" r. 13M 1 ELEVATIO : • W BM 1 DESI"RIPYIOIY H 2 EL EVAT10m t O� - HM 2 DESCIgtIP7i0Y�1 '}r; ^ � J Jt. ,+a1i SYSTEM EtrevAr 4� q SYSTEM Ty"S m C J Act a W , - i I 114 w� t . Gl6 i }, L I LS 4e, T, DATE f�s- Zc Wt T? :OT e0e, Te 'qa- 'ON Xb a "- 1 � #1710 N01monsin SOIL EVALUATION REPORT 0l Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service, Inc. Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. p riding Plea Revie By Date Personal information you provide sad r pdtpw(3 rivaq Law, s. 15.04 (1) (m)). Property Owner o Property Location Stallion Development LLC �I _ 2005 Govt. Lot na W1/4, W1/ , S34, T30N, R18W Property Owner's Mailing Add Lot # Block # Subd. Name r CSM# 1221 130th Ave S - I. CROIX COUNT r 3 na Riding Meadows /tJocA�, City r ❑ City ❑ Village ❑ Town Nearest Road New Richmond L I WI 54017 715 - 246 - 5440 Richmond 1 120Th St ® New Construction Use: ® Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe na Parent material Ridges, foot slopes and valley escarpments of sandstone Flood plain elevation, if applicable na ft. General comments M ound des ign, system elev 103.94ft based on cunt r line eleva 102 .60ft. and recommendations: it „,����,,����llll �O a F 1-1 Boring # ❑ Boring pit Ground surface elev. 103.00 fl. Depth to limiting factor 30 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDMV in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef1#1 *Eft#2 1 0 -9 10yr3/2 none sl 2msbk mfr Cs 1vf .6 1.0 2 9 -30 5yr4/4 none sl 2msbk mfr Cs na .6 1.0 3 30 -60 10yr8/2 c2d 7.5yr5/6 ;andstoni residuum na na na .0 .0 a Boring # ❑ Boring pit Ground surface elev. 103.00 fl. Depth to limiting factor 26 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/flz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I *Efr#1 *EA#2 1 0 -14 10yr3 /1 none sil 2msbk mfr Cs 1vf .6 .8 2 14 -26 10yr4/4 none sicl 2msbk mfr Cs na .6 .4.6 3 26-60 10yr8/2 c2d 7.5yr5/6 andstom residuum na na na .0 .0 i * Effluent #1 = BOO S> 30 < 220 mg/L and TSS >30 < 150 m * Effluent #2 = BOD <_30 mg/L and TSS <_30 mg/L CST Name (Please Print) Signa re: CST Number David J. Steel 248956 Address Steel's Soil Service, Ink Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 6/27/2005 715 - 760 -0347 SBD4330 aLO7 100) Property owner Stallion Development LLC Parcel ID # pending / Page 2 of 3 Fil Boring # N Boring pit Ground surface elev. 101.50 ft. Depth to limiting factor 20 in. Soil Application Ra Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *!.6 GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0 -12 1Oyr3/2 none sl 2msbk mfr Cs 1vf 1.0 2 12 -20 10yr4 /4 none sl 2msbk mfr gw na .6 1.0 3 20-48 10yr8 /2 c2d 7.5yr5/6 andston residuum na na na 0 0 F—I Boring # Boring Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Pit Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eft# GPD/- fidt2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ❑ Boring # 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 *Eff# GPD/ftz fi#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Effluent #1 = BOD 30 < 220 mg/L and TSS >30 s 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. Steel's Soil Service, Inc. SBD -8330 tR.07 1001 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM • 1 n — N Owner/Buyer �7VC - /' L l C> � Mailing Address I D 6 S N 1, w 9 C� M N D '5 Property Address Z07 ������ N /y1e�- S a I O or G. (Verification required from Planning Department for new construction) City /State Parcel Identification Number LEGAL DESCRIPTION �a Property Location %,, %,, Sec. , T N -R W, Town of 2' Subdivision R � I Dj / C,6 © O k T # Lot # �� L o , Certified Survey Map # , Volume , Page # Warranty Deed # 0 33 Volume . Page # Spec house Pf yes ❑ no Lot lines identifiable J N yes ❑ no *STEM MAINTENANCE Improper use and maintenance of your septic system could result m 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 propedtyowner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, journeyman plumber, restrictedplumber or a licensedpumper verifying that (1) the on site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the stn arms 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 o the three caieiration date. SIG A PLICANT 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 ;SIA 7n17 above, by virtue of a warranty deed recorded in Register of Deeds Office. 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 t . 4Ba1337 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI STATE BAR OF WISCONSIN FORM 1- 2000 RECEIVED FOR RECORD Document Number WARRANTY DEED 03/23/2006 12:45PK THIS DEED S DEED, made between Riding Meadows, LLC, a Minnesota Limited EXEIPi # Liability Company Grantor, and Grant C. Lind and Lisa J. Lind, husband and wife as survivorship marital property, Grantee. TRANS FEE: : 25200 Grantor, for a valuable consideration, conveys to Grantee the following COPY FEE: described real estate in St. Croix County, State of Wisconsin (the CC FEE: "Property"): PAGES: 2 SEE ATTACHED EXHIBIT A Recording Area Name and Return Address: Land Title, Inc. 1900 Silver Lake Road, Suite 200 ew Brighton, MN 55112 Together with all appurtenant rights, title and interests. Parcel Identification Number (PIN) This is not homestead property. Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except TANYA M. GARDNER Dated this 21st day of March, 2006. Notwy public- MIMISW s Ridin C M all * ChzjA&T1L-r ifchu Secietary AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF MINNESOTA ) WASHINGTON COUNTY. ) ss. authenticated this 21 st day of March, 2006 Personally came before me this 21st day of March, 2006 the above named Christopher C. Schulz, the Secretary of Riding * Meadows, LLC, a Minnesota Limited Liability Company to me TITLE: MEMBER STATE BAR OF WISCONSIN known to be the person(s) who executed the foregoing (If not, instrument and acknowledged the same. authorized by § 706.06, Wis. Stats.) r THIS INSTRUMENT WAS DRAFTED BY Tanya G r Notary Public, State of Minnesota My commission is permanent. (If not, state expiration date: Larry Mountain, Attorney, 1900 Silver Lake Rd #200, New 1/31/2010 ) Brighton, MN 55112 (Signatures may be authenticated or acknowledged. Both are not necessary.) *Names of persons signing in any capacity trust be typed or printed below their signature I of 2 WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 1-2000 • s EXHIBIT A Lot 3, Riding Meadows North, St. Croix County, Wisconsin. I I i 2of2 i f D l� " ITT GOULDS PUMPS Residential Water Systems APPLICATIONS MOTOR Specially designed for the following uses: General: • Mound Systems • Single phase • Effluent/Dosing Systems • 60 Hertz • Low Pressure Pipe Systems • 115 and 230 volts • Basement Draining • Built -in thermal overload protection with automatic reset. • Heavy Duty Sump/ • Class B insulation. Dewatering • Oil- filled design. • High strength carbon steel shaft. SPECIFICATIONS PE31 Motor: Pump — General: • .33 HP 3000 RPM • Discharge: 1 1 /2" NPT • 115 volts • Temperature:104OF (40 maximum, continuous when • Shaded pole design fully submerged. PE41 Motor: • Solids handling: 1 /: ° maximum sphere. • .40 HP 3400 RPM • Automatic models include a float switch. • 115 and 230 volts • Manual models available. • PSC design • Pumping range: see performance chart or curve. PE51 Motor: PE31 Pump: • .50 HP 3400 RPM • Maximum capacity: 53 GPM • 115 and 230 volts • Maximum head: 25' TDH • PSC design PE41 Pump: • Maximum capacity: 61 GPM AGENCY LISTINGS • Maximum head: 29' TDH PE51 Pump: • Maximum capacity: 70 GPM • Maximum head: 37' TDH CR us Tested to UL 778 and CSA 22.2 108 Standards By Canadian Standards Association METERS FEE!-PE*1-. File AR38549 MODELS: 40 PE31, PE41, PE51 _ HP: .33, .40, .50 3510 ► 2 GPM Goulds Pumps is ISO 9001 Registered. 30 . m i 11 1 Fr x 25 PE31 Z 20 D Q 15 t- I 5F _ 0- 0 0 1 - 20 30 40 50 60 70 GPM 80 0 5 1 15 m CAPA ITY Wisconsin Division WISCONSkl T UNIFORM BUII,DING Application No. of Safety and BttiWings PERMIT APPLICATION 1 Wisconsin Stats. 10 1.63, 101.73 Instructioes on back of second ply. The information you provide may be Parcel No. used by other government agency programs (Privacy Law, s. 15.04 (lxm) "RMIT REQUESTED '®- -Constr. AC 0- Electric IKPlumbinv A�Erosion Control Other: nn `-' �A t jltJ� Mailing Address ?3 G 6t-1, /VL � ,A'e ho ov Tel. `7ls.7d / z-.S i Contractor's Name: Won ❑Ele ❑HVAC 0P1bg LicXcrt# Mailing Address Tel. ? / — 7 � / — ). -Ju.D FAM LC L' Nv� &S 'ti G "13G L (�f4 . #V FAX Contractor's Name: ❑Con ❑Elec ❑HVAC jQIPlbg Lic/Cert# Mailing Address 5y7r� TeL 7 1 S iZAN0 L, O A7'GS 0100% N52oD a �6ots� FAx Contractor's Name: ❑Con ❑Elec ❑HVAC ❑Plbg Lic/Cert# Mailing A Tel. NOV 0 8 2007 FAX Coniractor'sName: ❑Con ❑Elec ❑HVAC ❑Plbg Lic/Cert# Mailing ST. CROIX COUNTY Tel. FAX PROJECT 1At area LOCATION t &n SQ• ft 1/4, 1/4, of Section , T N, R E (or) W Building Address n ubdit ision N.•wie Lot No. Block No. � is t K i cbr Z 1 !d /�'1 G -A Otr� tv R - IC 17 Zoning District(s) Zoning Permit No. Setbacks: Front Rear I Left Ri2ht $. tl. 1 1. PROJECT 3.000'ITP_ANC'1 6. ELECTWC 9. HV :•I(' E ITIPIIIENT 12. ENERGY SOURCE d.Nery ❑ Repair gSingk Family Entrance Panel 'N Force) Air Furnace Fuel Nat Gas LP Oil I Eke Solid Solar ❑ Alteration ❑ Raze ❑ Two Family Amps: ) . Od ❑ Radiant Basebd/ Panel Space Htg ?Q ❑ ❑ ❑ ❑ ❑ ❑ Addition ❑ Move )L Garage Onderground ❑ Heat Pump Water Htg ❑ ❑ ❑ ❑ ❑ ❑ other. ❑ Other (h ❑ Boiler ❑ Dwelling unit has 3 k knvatt or more in electric spare 7. FOUNDATION 9 Ceahat Air Coed. heating equipment capacity. 2. XRE. -1 INVOLVED a. C ONST. TYPE ❑ Other. 13. HE-kT LOSS --•fin. Site -Built ❑Masonry t Sq Ft ❑ fd: ❑ WI UDC ❑ Treated Wood 10. SERER ��. �— To tal r' g ❑ IT.S. HUD ❑ Other ❑ Municipal Envelope and Infiltration Losses ("Ma)imum Allowable ea Sq Ft i STORIES & USE 'N Septic Permit No.: Heating Equipment Output" on Energy Worksheet; ❑ 1 - Stop - ❑ Seasonal H L 'Total Building Heating Load" on Mracheck report Garage Sq Ft �K2 -Story *ermanetrt 11.1\ WATER 14. EST. BIgLDING COST ❑ Other. ❑ Other. ❑ Municipal Utility t � A Deck Sq Ft )Whus Basement Private o"ite Well S 7 V� n .0 c7 I agree to comply with all applicable codes, statutes and ordinances and with the conditions of this permit; understand that the issuance of the pint creates no legal liability, express or implied, on the state or nu micipality; and certify that all the above information is accurate. If I am an owner applying for an erosion control or construction permit, I have read the cautionary statement regarding finane;al bMa ty on the reverse side of the last ply. I expressly grand the building inspector, or the inspedoes authorized agent, permission to enter the ght at all reasonable hours and for any proper purpose to inspect the work which is being done. APPLICANT'S SIGNATURE � DATE SIGNED S" 0 APPROVAL CONDITIONS perrmt pursuarA to the f °u °wi°g c°°diLio°s' Faihue t° c°°°piy °ray `esult in suspa►son or revocation of this or other . ❑ See atftched for conditions of approval. a ISSUING Tonn ❑ Village ❑ city ❑ State o Municipality Number of Dwelling Location JURISDICTION G V0 S S - _a Z FEES: PERMITS) ISSUED «2S PERMIT SE.-1L # PERI%HT ISSITLD BY: - - 'm Review $ 1 1 gonstruction motion $ AC / Name -� Permit Seal $ rElectrical mbi ng 31p T Dat )0 - 0 (o Tel. .er sion Total $ Cat No. 0 3 7 6 SBD- 5823(8.02/00) Distribution: ❑Ply 1- Issuing Aoisdiction ❑Ply 2 - Mumcipahty Forwards to State If New Dwelling ❑Ply 3 - Inspector ❑Ply 4 - Applicant 0 2 > ta a) 0 tt CD cz N C; C4 0 z ca LL c I 0 4j zt z I CI) 0. m F- co 0 z U) I-- E 0 E 0 0 0 < < O z z 0 z 0 E ca Lo r- 0 § 2 CL CL L 4 a CL E U) U) U) 4) o ;t o o o 4i CL 0. 0. 0 E 4i a -, 0 U) co CD C) 0 C) 0 ci CN E w CL U) co < :E z (n co 0 § C ; (D t7) CO 0 IL Cl C - 4 0 c6 a ca c OE 2 Lo (D m 0 cu > cj 4 'co z -� ¢ C) cn C) tL 4) EL L : a. CL Z u E C 0 = 9z 0 a. 0 0) 0