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HomeMy WebLinkAboutT15N R1W SEC 3 S2NE4SE4 PTNOnsite File T15N R1W SEC 3 S2NE4SE4 PTN #051-062-38 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP211444 PID Number: 051-062-38 Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New 0 Upgrade Name Tony DeGange and Emily Davies ABSORPTION FIELD E] Deep Trench Wide Trench El Bed Mound Site Address 21625 Old Glenn Hwy tt Phone Number of Bedrooms Soil Rating ITotal depth from original grade 5 0.6 GPD/SF 2.9 - 4.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 1.9-3.0 Ft. Gravel depth beneath pipe 1 Ft. Subdivision Block Lot S2NE4SE4 PTN Fill added above original grade 0.7-1.3 Ft. Gravel length 220 Ft. Township Range Section T1 5N R1 W SEC 3 Gravel width 5 Ft. Beds: Number of Lines Distance between lines I Ft. SEPARATION DISTANCES To Septic Absorption Holding ' Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line 1264 Ft2 4 6 Ft. Well I > OU` I >'� (}`1s J0 I V NA NA I V TANK ED Septic E3S.T.E.P. [I Holding El Other Manufacturer greer Capacity 1500 Gal. Surface Water > 100' > 100' NA NA Material plastic Number of compartments 2 Lot Line >10' >5.2' NA NA NA Foundation >1 0' >100' NA i NA LW -STATION Manufacture Capacity Gal. I Remarks Alarm location Electrica d by — PIPE MATERIAL House to tank 3034 drainfield Tank to 3034 Installer Whitters Excavating Drainfield 3034 Co/MT3034 Inspector Curtis Townsend BENCH MARK (Assumed elevation) 100 ft Inspection 151 12/7/2021 2nd 12/8/2021 Location and description dates: 1 bottom of siding point B 3`d 12/9/20C3 4 12/21/26 ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: DateP �'Nb �- ...:.L. TSI — — -- V Uurtis L Townsend' ] Septic S - stem % 6 Approve Date 7" 9'• Dme C � c`iJ '. No. cE 11-O�t j44 • • • •; ,� � . • • ��� �k pROFESSiO� A ���'`��'�� Note: this approval does not include well permit requirements. (Rev 05/02/18) RATE:BEDROOM: 5 (750 GPD) SOIL PERCIOLATION 16 nnpi APPLICATION RATE: 0.5 GPO/sf AREA REQUIRED: 1'250 SF SYSTEM TYPE: WIDE TRENCH FOUR TRENCHES VWTH LENGTHS OF 55' WERE INSTALLED 220'x 60^ x �' EFFECTIVE DEPTH YIELDS 1.264 sf WAX|WUkJ DEPTH OF �XCAVAT|(}N WAS 4' NEW TRENCHES MAINTAINED 0' SEPARATION FROM OLD TRENCH GARAGE 6, 0 GAL WATER STORAGE TANKS LOCATION ��- 5 BR THERE ARE NO STEEP DCO SLOPES VV|TV|N 50' OF THE PROPOSED FIELD. SCOP[ OF WORK MT5 C08 C{]7C[)6CO5 5.2' �[}C(l // ~ A' CRIB EFFECTIVE DEPTH WAS 5.5' CONCRETE CRIB 0A WAS CONFIRMED TO BE 6', NO SEWER ROCK. NEW FIELDS MAINTAINED 11' SEPARATION. l DECOMMISSIONED TANK AND CRIB. 2. PLACED NEW 1.500 GALLON TWO—COMPARTMENT SEPTIC TANK AND TIED INTO NEW ABSORPTION SYSTEM. TANK WAS PROVIDED, WITH A MINIMUM, 20" 0A RISER SERVING THE FIRST COMPARTWENT. CONSTRUCTED (4) SEPARATE TRENCHES WITH LENOTH OF 55' EACH. INSTALLED(3) SPLITTER VALVES. �ALL CDNSTRUCTlO! WAS IN ACCORDANCE WITH ALL REQU|REVENTS SPEC|FlEO IN ANCHORAGE MUNICIPAL CODE CHAPTERS 1-15.55 AND 15.55. Record Drawing Prepared for TONY DEGANGE AND EK8y[Y DAV|ES 21625 Old Glenn Highway '" ChUg'Bk. Alaska 99567 [0 UTkN �N/`/N����/N/� ///` �-/\/-�///vr1 L/v\�//vc_�_/\//v��, �_/_�� 19152 MOUNTAIN ROAD CHUG|AK` ALASKA 99567 /907\ 406-1058 DATE: 12/22/2021 DRAWN: CLT SCALE: 1"=3O PID: 051-002-38 SHEET OF 3 ll�ll[ Municipality ®i Anchorage C, Ur.partinent P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 ® Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On -Site Water and Wastewater Program * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV211082 COSA#: Permit#:OSP211444 PID#: 051-062-38 Legal Description: T15N R1W SEC 3 S2NE4SE4 PTN Engineer: Eklutna Engineering Your request for a waiver of the required 10 feet horizontal separation from th absorption field to the property line has been approved. The approved separation distance i,, feet. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on- site wastewater disposal system will require all separation distances be met or another approval from this department. ............................................... ■ ............................. ■ 1 Waiver is Granted: X Waiver is not Granted: Date: /0Z6 Z / Approved by: Name of Reviewer ..........................................................7.............. 1 **** VARIAN C E/WAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.rnuni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP211444 Work Type: Septic Upgrade Tax Code Number: 05106238000 Site Legal Address: T15N R1 W SEC 3 S2NE4SE4 PTN GA460 Site Mailing Address: 21625 OLD GLENN HWY, Chugiak Owner: SEBAUGH PERRY D & MARGARET A Design Engineer: EKLUTNA ENGINEERING, LLC* This permit is for the construction of: Q Disposal Field 121 Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: v t]cl�artn3e:ttr 10/26/2021 10/26/2022 108900 ❑ Private Well 0 Water Storage All construction shall be in accordance with: 1. The attached approved design_ 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (2417). 4. From.October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: 0"010 Locate the edge of the seepage pit to confirm that the 11' separation between the seepage pit and the proposed trenches will be met. Received B} Issued By: f U Z 2 t Date: --o 4 Date: A zZ MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 051-062-38 Property owner(s) SEBAUGH PERRY & MARGARET Day phone Mailinq address 16621 Rivers Edge Ln Eagle River AK 99577 Site address 21625 Old Glenn Hwy Chugiak Legal description (Sub'd., Block & Lot) T15N R1 W SEC 3 S2NE4SE4 PTN Legal description (Township, Range & Section) Lot Size 108,900 Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (E all that apply) Absorption Field Fx_1 Initial ❑ Single Family (SF) (w/wo ADU) Septic Tank [l Upgrade x (D) EJ Holding Tank ❑ Renewal ElDuplex Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage 0 THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: F l 1" LJ) j'G C.0 % t Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. 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Iuel aqg'tualsAs rtldas palueunropunue Aq paruas sr esnoq uoolpaq-S Surlsrxa aq1wvTtzdsoJante/v\ aurl Apado.rd o1 p1ar3anrlerreN a8elols Jale7111 pue u8rsaq p;ar1 or1da5Nt-d tlstSNzs t uorllas MIU NsTl:1ratqn5urol'||eub@) puasu/v\olstunlf,ll'Suuaaultul eulnlllIZOZ'92 raqopo Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211444, Deb Wockenfuss, 10/26/21 S nrs cN PARA[,/L rtRS e> / B[DROol\r' 5 (750 CPD) SOIL PERCOLATION RATE: 16 mpi t-o+ J \) O Z. -l t- z_U aC/ o? (r"/ npprrcnrioN RATf: o 6 GpDlsf AREA RtQUIRED: 1,250 Sf ---'-SYSTIN/ TYPE: WIDt TRTNCH 1,250 sf2oMAX|MUIV DTPTH OF EXCAVATION TO BE 4',\"o.\ .A t'O TXISTING TRINCH IS 2' ttFtCTlV[ DTPTH x 3' WIDTH x LINGTH UNKNOWN, 4' COVER \^ o) 6.0' rI! T, CRIB EFFTCTIVE DTPTH IS 5.5,. CONFIRN/ DIIVENSION OF CRIB BIFORI CONSTRUCTING NTW TIILD. (ti (Jl- - I-u PROPOSTD WATER STORAGI TANK LOCATION "?SLOPT 5% /---4 \=-__\u,,tr \- ---=- THE O-?// o THERI ARI NO STttP SLOPTS WITHIN 50'OT PROPOSTD FIII D. \.-" o_ SCOPT OF WORK1.TXISTING STPTIC TANK IS APPROXIMATILY 1,500 GALLONS IN CAPACITY CRIB HAS APPROXIMATILY 5.5' TIFECTIVT DEPTH RTN/OVE TANK AND DECON/MISSION CRIB. 2. P[ACt NtW 1,500 GALLON TWO-CON/PARTMtNT STPTIC TANKAND TIt NTO NtW ABSORPTION SYSTIM. ENSURE NtW TANK IS OUTSIDT THt lOO'WTLL RADIUS. TANK IS TO BE PROVIDID WITHA IVINIMUN/ 2O'' DIA RISIR STRVING THE FIRST COMPARTN/ENT. coNSTRUCT (4) SIpARATt TRTNCHES MIN LTNGTH Oa 5+.4',IACH THIS ltLD WtLL RIQUtRt (3) SpLtTTIR VALVIS.AtL CONSTRUCTION TO BE IN ACCORDANCT WITH A-_RIQUIRIMINTS SPEC ITD IN ANCHORAGT MUNICIPAL CODI CHAPTTRS 15.55 AND 15.65. 3 5 BR HOUSE Gp"\ {uei Yr,,- roNY DEiAriSE?iiB"Eiluy onvrs 21625 Old Glenn Highway Chugiak, Alaska 99567 T15N RlWSEC 3 S2NE4SE4 PTN osP211444 EKLUTNA ING/NIIRING, LLC 19162 N/OUNTAIN ROAD CHUGiAK, ALASKA 99567(e07) 406- 1 OsB DATE: 1012512021 DRAWN: CLT SCALE: 1" =4O' PID: 051-062-38 SHEET 1 OF 2 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211444, Deb Wockenfuss, 10/26/21 SOILS LOG _ PERCOLATION TEST 1 2 3 4 5 6 7 8 9 10 11 12 13 14 ORGANICS I fr(al Y I CONSIDERED IMPERMEABLE DATE PERFORMED: 9 /27 /2021 WAS GROUND WATER ENCOUNTERED? NO DEPTH TO WATER AFTER MONITORING? NO DATE:10/4/2021 WATER READINGS ARE TO THE NEAREST 1/16 INCH. PERCOLATION RATE: 16 |t/lN /INCH PERC HOLE DIAMETER: 6" TEST RUN BETWEEN 3 AND 4 FE[I. PERFORMTD BY: CURTIS TOWNSEND. I, CURTIS TOWNSEND, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATT. DATE: 10/4/2021 NO. DATE CLOCK TIMI NET TIME iMIN. WATER LEVEL READING 1 10 /4 /2021 18 57 /19:27 JO 6" -3 7/8" 2 1/8 z 10 /4 /2021 19: 30 /2O: OO an 6" -+ 1/8" 1 1/8 10 /4 /2021 20:OO /2O:3O 30 6" -4 1/8- 1 7/E 4 10 / 4 /2021 20:30 /21:OO 30 6" -4 1/8- 1 7/8' Septic Design Prepcred for TONY DEGANGE AND EMILY DAVIES 21625 Old Glenn Highway Chugiak, Alaska 99567 T15N RlWSEC 3 S2NE4SE4 PTN osP211444 EKLUTNA INGINItRING, LLC 19162 MOUNTAIN ROAD CHUGIAK, ALASKA 99567 (eo7) 406 1 0sB DATE: 1011812021 DRAWN: CLT SCALE: 1" =40' PID: 051-062-38 SHEET 2 OF 2 WKg Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211444, Deb Wockenfuss, 10/26/21 , �o .` DOLLY — 41- —/ AVENUE / / LEGEND �S , N 89'55'1 G ^� Portion of AD SJ, N EJ, S EJ Qry 93,372 S.F. \ WELL GARAGE J 0 \OVERHEAD POWER LINES DECK R O O_F O_e S 89'57'10"W(R2) 400. Lot 1 STOCKHAUSEN R1 = RECORD STOCKHAUSEN SUBDIVISION (PLAT No. P-450) R2 = RECORD YOSH SUBDIVISION (PLAT No. 2009-64) C = COMPUTED 15.1"x8.6" SHEOJ 3.0' CANT —1 STORY RESIDENCE w/ WALKOUT BSMT. / 89.8' PIPES X: N PLOT PLAN __ AS BUILT _X_ SCALE _1" -_ 60__ GRID _ NW 1460__ Project No. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, inc. (907) 522-6476 Phone 000��pO� (907) 522-4625 Fax —� p A � F X44 Professional Land Surveyors kenolongsurvey.com o 9 Q jonothanAlongsurvey.com I hereby certify that I have surveyed the following described property: Portion of S},NE),SEJ of Section 3, T15N, R1W, SEWARD MERIDIAN, ALASKA Anchorage Recording District, Alaska, and that the improvements situated thereon are within the property Imes and do not encroach onto the property adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated this the _ ZqN" _ Day of _ ShLtsr�n.�t°�' ``��'� at Anchorage, Alaska It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. 49TH SOI � . p .t. n.... TH N.. .. �4�RFo''..LS-5202.•' yJpG ' NOo 40pzR aFES510NA1- AECC963 MUNICIPALITY OF ANCHORAGE Development Services Department �, ,� Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 051-062-38 1. GENERAL INFORMATION Expiration Date: 3 2--7'2 ©ZZ. Complete legal description TI 5N R1 W SEC 3 S2NE4SE4 PTN Location (site address) 21625 Old Glenn Hwy Chugiak Current property owner(s) T15N R1 W SEC 3 S2NE4SE4 PTN Day phone Mailing address 21625 Old Glenn Hwy Chugiak Real estate agent Day phone 2. TYPE OF DWELLING: El Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) - 3. NUMBER OF BEDROOMS: 5 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well 0 Private Septic FD Water Storage IX Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 2 W Date of Payment r' a Receipt Number 0�y 1 COSA !7 32 Waiver Fee $ Date of Payment Receipt Number Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm Eklutna Engineering, LLC Phone 907.406.1058 Address 19162 Mountain Rd Chugiak AK 99567 / Engineer's Printed Name Curtis Townsend, PE Date 6. DSD SIGNATURE System #1 Approved for bedrooms System #2 Approved for Disapproved Conditional approval for bedrooms 49 v 1 Date 1'1'1 L 1 �``O/� tdo. CE 11904; 8���pa��GFES51�t� S :ku4 bedrooms, with the following stipulations: \``�`` UTY � ON_ yo �VAAT6RAN,) ria PROG , ATER �� GJ\\\1 ERV �C Original Certificate Date: The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA Checklist blue sheet Legal Description: T15N R1 W SEC 3 S2NE4SE4 PTN If more than 1 septic system on lot: COSA Checklist # of Parcel ID: 051-062-38 Structure served by this system A. WELL DATA ❑ Well log is filed with Onsite (or attached) Well production at time of test 0.1 gpm Date drilled unk Water storage tank volume 0 gallons Total depth unk ft Well disinfected for coliform test? ❑ Yes ❑ No Cased to unk ft ❑ Coliform bacteria is Negative ❑ Sanitary seal is functioning correctly Nitrate 4.01 mg/L ❑ Nitrate less than MRL (ND) ❑ Wires are properly protected Arsenic ug/L ❑ Arsenic less than MRL (ND) Casing height (above ground) ' 18 in. Collected by Curtis Townsend Date of flow test for COSA 913021 Date of Sample 9"72021 Static water level at beginning of test 55 ft. Comments 600 gal water storage was installed Dec 2021 after well production was tested B. TANK DATA Age of tank(s) < 1 years Tank type/material septic plastic Measured operating fluid level in septic tank new ❑ Standpipes/foundation cleanout per record drawing Date of pumping new D. ABSORPTION FIELD DATA Which system tested (date installed) 2021 ❑ ALL standpipes present per record drawing Total measured depth from grade 4.7 ft (max) Measured depth to pipe invert from grade 3.2 ft (min) ❑ N/A — pressurized field ❑ Monitor tubes go to bottom of effective. If not, state depth into effective ❑ Code -required soil cover over field ❑ System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced gallons Comments/Deficiencies: new field installed Dec 2021 COSA Checklist yellow sheet C. LIFT STATION ❑ Required maintenance comp Age of lift station y .ars' Lift station material Com Adequacy test date Results ❑✓ Pass For 5 bedrooms Fluid depth prior to test in Water added gal New depth in Elapsed time min Final fluid depth in Absorption rate gpd Any rejuvenation treatment (past 12 months) no If yes, enter date E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' []✓ Yes Community Sewer Manhole/Cleanout > 100' dQ Yes if No ft []✓ Yes if No ft Neighboring Tank > 100' 0✓ Yes if No ft Private Sewer/Septic Line > 25' M Yes if No ft Absorption Field on Lot > 100' M Yes if No ft Holding Tank > 100' 7✓ Yes if No ft Neighboring Absorption Fields > 100' Yes if No ft Water Main > 10' Animal Containment > 50' 0 Yes if No ft 0 Yes if No ft Yes if No ft Water Service Line > 10' ❑✓ Yes if No Manure/Animal Excreta Storage > 100' If septic tank is under driveway comment below Community Sewer Main > 75' �✓ Yes if No ft ❑d Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' []✓ Yes if No ft Surface Water > 100' Q✓ Yes if No ft Property Line > 5' 111 Yes if No ft Wells on Adjacent Lots: 0 Absorption Field > 5' Q Yes if No ft Private Wells > 100' Yes if No ft Water Main > 10' 0 Yes if No ft Community Wells > 200'✓0 Yes if No ft Water Service Line > 10' ❑✓ Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' 21 Yes if No ft If absorption field is under driveway comment below Property Line > 10' ❑ Yes if No >5 ft Wells on Adjacent Lots: Water Main > 10' 0 Yes if No ft Private Wells > 100' El Yes if No ft Water Service Line > 10' M Yes if No ft Community Wells > 200' 0 Yes if No ft Surface Water > 100' 0 Yes if No ft F. ENGINEER'S COMMENTS OSV211082 allowed for 5' senaratinn frim mmnprty IinP G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. COSA Checklist yellow sheet K`•-� TH . , curris i : f send Dale �� Z',- •to.CE11904 •�t r� Municipality of Anchorage �s4R Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Water Well Advisory Certificate of On -Site Systems Approval (COSA) # 211732 During a recent COSA on-site_ _inspection and test of the potable water supply well T15N R1 W Sec 3 S2NE4SE4PTN, the well's productivity was determined to be .1 gallons per minute. The minimum well productivity required by this Department (AMC 15.55) for a 5 -bedroom residence is .52 gallons per minute. All parties concerned are advised that the production capacity of the well may fluctuate. Restriction of non-critical water uses such as washing cars and watering lawns and gardens may be required. This advisory must be attached to all copies of the subject Certificate of On - Site Systems Approval. 0 ° a0 o ' -Q m� m m3y5:rm0 o Q. 3'�v300O 4 -o a I N m N N n m m m m CDZ N I� '0 m 7 0. 0 p m ..M �- V/ I. N '•' -ate O ((1 ("► U7 CL °o�nZ� O a 0 o mac m=(D OZL / cin 05 �• 0 � C 5- W 0 m -0 °- � (A N r O SO O AOaM>M. i� � m �oQ=:� 0 IX 0 CD o Qr`0. coQ �o NitQmn" -« n a 3-<noa.J0 A C n �o 0 oz oU) m CD _ to 0a. O S CD O m C N O? 7 a +a ` =3S0mcn 0 mm >30(D,>O V1 0 o O �- Y 77� me3. • 0CD m 3aN 3 -ti .a. i