Loading...
HomeMy WebLinkAboutT15N R1W SEC 7 LT 9415N RIW SEC 7 #051 =a 161 - 22 Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 1 ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP251245 PID Number: 051-161-22 Dwelling: ❑■ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New M Upgrade Name Call Bobbie B Living Trust ABSORPTION FIELD ❑■ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound Site Address 19739 Dottie's ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 907.306.3689 5 .8 GPD/SFJ 11.9-12.9 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade SEE DRAWING Ft. Gravel depth beneath pipe 8 Ft. Subdivision Block Lot Fill added above original grade SEE DRAWING Ft. Gravel length 60 Ft. Township Range Section T15N R1 W SEC 7 LOT 94 G:1255 Gravel width 3 Ft. Beds: Number of Lines 1 Distance between lines NA Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 960 Ft2 1 NA Ft. Well >100 +150 +25 TANK X Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Greer Capacity 1500 Gal. Sur -face Water > 1 00 +1 00 Material hdpe Number of compartments 2 Lot Line >10 +10 NA Foundation >10 +10 LIFT STATION Manufacturer Capacity Remarks Private well Gal. Alarm location Electrical installed by PIPE MATERIAL House to tank 3034 Tank to 3034 drainfield Installer JR's Septic Pumping & Excavation Drainfield 3034 CO/MT3034 Inspector Alaska Rim Engineering, C. Leet BENCH MARK (Assumed elevation) 100 ft Inspection1st 11/11/25 11/13/2025 Location and description nd es: 3`d 211/14/26 411 12/30/26 Concrete pad in breeze way ON -SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date.p�'-Y'�q •1L ':J kYY.IF Yry.+, df1l�,y �iYY Ch ik L[4L • �}r '�• CE 1D480 Septic SyDate stem _ Approved _ �' 2 `' Y+ L � Note: this approval does not include well permit requirements. 5 / 11 / 2 0 2 6 tKev uoiuu-I u/ C:�Use saarlNMUneunV@WBSlaapwKt LL(. LUL, rKwtL; i J1LULomi I ioN. Kl W. bw / uome to (.811M!/W UravAn9Sk/Ul Wan4ng Urawingswzow1 l l,n, Klw. Atli.r, wl `J4 KrL CD C. NPPPtam/r.• • m_. �`rnVi1) I�=} .�:9.C.V�[�It]�%�/� czDczczco�z a�A+1 Osyza o�Z�zD r z r•0:Dt�8�8 ZX Orzg2 )0000Na�zD� m amV oz0 �"mrmmVV1 o<OoA ;DOZ_om D-0-D p0p \ D a D .Z1 ADD _ PQ^l O ^� ZZOO 0� Q O � ,A U f" � z z Z; Z Z D o 0 QQy�• . d�� zDAA i �{1yFiQ .e e�} dd ACC xirl �a :. D zVIV1'9 0- C A 2N v D + N ^ M 0 D D D D O (') L.O O O OD LW coo rn c� � "I Q 0 � r0mmrr, r m> m m (n 1, Z > C u oD rz•1D Vl ; m it x < w!110� -• o 0 Z IV C.,0 - Y Wl l/ZULG e:44:LJ YM 2� ` gyp rlyZ P $t� .1VOrf M .M.11 0 N d _ � T r, I D � N <_ � 1�1 0 Lyl D • W -1 Y 'm r z ; Artl 7 1p Ln N b i C fTi D � rz g ~ rD rD N j 4 O7(.+IAZ o>��A=DO 7c��r �OM x n A� DDmo(n c Omr n Zr z�N ZO zoom= O O O E El cn -0 (•% D D O=D2 N D m p���z v- z m z m z p m DVIZ x;m m m .. z a v r~i i f � to C) -u -1 r r*1 D A D ms���m � 7i Z SnN Vr �D (A7: 0 O OO O m OD-0D�-y . D .-.r 7' rnrnV U1 S z O WzG- m A I I O of o ,> > ANC m o 0 o crm UJ � m C.'J _ c0 c z m a > rn OI D n Z ; .P ] O D c rr4 Lp r 2 O Z v rl o z rni O (PSG0� O--O N r- O ¢j < LnO� r� c m 0v0iy� o 0 Z m ~ N ^Z^ N �� U) 0 .DO D W O Q N _-� �� Z n A OlQ O zm > , !!, A z m p X Jt ®v m o UlG m z n c N m z O z 0 O N o D >n c z v� i z D N), 0 ;o -0 0 rn 3 G) o > �o D A Nm m • D r Fw r 4 • Lj \ I ROW _ Tp�Jg S zmom r ror=� r p N V m D Ci F9 r Q N cn N cn C:WsersWdmmkOneOnve+Desklop'ARE LLC12025 PROJECTS12025001 T15N. Rt W, Sec 7 Bobbie B CalW700 Drawegs1701 Waling Dravmngs=5001 T15N, Rt W, SEC.7, LOT 94 REC 280510.dwg, 571172028 8:45:38 PM _ � r FTI p: CwNON mz Jn�—�1 4.�(,����(^Yam--DDU✓llrr, JJii,•'' f �O�IC�m.Iir '_ I -a ttx00OmOr l 1r NA C ' Usersl,aammtOneDnve0esktoDU+RE LLCf2025 PROJECTS12025001 T 15N. Rt W. Sec 7 Bobble B CaWOO Dravnngs\701 Wafung DrawngsQ025001 T15N, Rt W, SEC.7. LOT 94 REC 260510.owg. 5l1112026 8:45:41 PM Yn P qm CD OvNi: O� D • r/ D P 00 .�Do V)M0 toC CD o •� K 2 1 m K)Z K 0-01 o X c QQ�yC� • • ° a�C-�d o m s S rri rri rri rri _ rn Q/e••• °° G7 D r- ^ 0 n `T • d�J r� 0 x (D Ull� g n o N m ddd�40�ddd `_ o chi `� rNv DO QMC c o Z Z n C Z C p Ln W �7 m m D --r m co < \\\ r N m � n W x •� \\ f�1 co = 00 ` B cn ? D 60 0 r� \\\ Z, 1 o L7� O� �m cOx 9Z \\\ �p O N a o N co x �o -+ a o� _ cn z o� Z ,�^ 0ex9 \\\ ea m CO N _0 cD Z C) D vTI rr— m p m C O D r m rn W o o cn Z non 0 (A3 `� x ° rri riiririr 'r O c-* O rm o �, N C) m n �" g Un Z -3 � • �� ID wo N S. N /-1 ? o W Z a CI1 m v° + Q N p O Y o = N n r' Z 0 G) BEARINGS & DISTANCES: STATE PLANE COORDINATE SYSTEMOF 2022 (SPCS2022) UTILIZING THE PRELIMINARYPARAMETERS FOR ZONE ALASKA ANCHORAGE (AK AN 021003). DATUM = NAD83(NSRS2011). UNITS = INTERNATIONALFEET (1Ft=0.3048m). 24.0' 40.0' 24.0' 40.0' 26.0' 24.0' 26.0'24.0' 32.2' 36.2' 32.2' 36.2' 32.3' 42.9'32.3' 42.9' 60.2'26.2' 44.1' 14.2' 16.1'12.0' RESIDENCE G A R A G E RESIDENCE GARAGE GARAGE SHED SHED SHED SHED OWNER. UNDER COVERED APPX. WELL LOCATION PER WALKWAY W/ CONC. BLOCK FOUNDATION. LEGEND FOUND 5/8" REBAR, NO CAP EDGE OF GRAVEL DRIVEWAY UTILITY PEDESTAL DECK CONCRETE OVERHEAD UTILITIES POWER POLE LIGHT POLE FOUND 2.5" ALUM. CAP SEPTIC PIPE WELL SEPTIC TANK LID FOUND 5/8" REBAR, PLASTIC CAP TIMBERLINE SURVEYING AND MAPPING 17035 BARONOFF AVE EAGLE RIVER, AK 99577 907-242-5320 ryan@timberlinealaska.com FILE NO.: 25.011 SCALE: 1" = 50 FEET DATE: 11/26/2025 SHEET: 1 of 1 MOA GRID: NW1255 SCALE: 1" = 50 FEET(11"x17") 50'0' 100' AS-BUILT OF: ADDRESS: 19739 DOTIE'S DR, CHUGIAK, AK LOCATED IN: ANCHORAGE RECORDING DISTRICT BLM LOT 94SECTION 7T15N, R1W, S.M., AK WINTER SURVEY NOTE: VARYING DEPTHS OF SNOW ON-SITE AT TIME OF SURVEY. ONLY VISIBLE IMPROVEMENTS SHOWN HEREON. 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 hftp://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP251245 Work Type: Septic Upgrade Tax Code Number: 05116122000 Site Legal Address: T15N R1 W SEC 7 LT 94 G:1255 Site Mailing Address: 19739 DOTIE'S DR, Chugiak Owner: CALL BOBBIE B LIVING TRUST Design Engineer: ALASKA RIM ENGINEERING This permit is for the construction of: Effective Date: Expiration Date: i n 1)citru'tment Lot Size in Sq Ft: Total Bedrooms: 8/11 /2025 8/11 /2026 131116 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ 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 (24/7). 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 5 Received By:� Date: 2- Issued By: Date: 5 / 2_ MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section ON -SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 051-16-122 Property owner(s) CALL BOBBIE B LIVING TRUST Day phone 907.306.3689 Mailing address PO BOX 672514; CHUGIAK, AK 99567 2514 Site address 19739 Dotie Dr. Legal description T1 5N R1 W SEC 7 LT 94 Number of Bedrooms 5 Engineering Firm ARE, LLC dba/Alaska Rim Engineering Building Permit Number APPLICATION IS FOR: (Z all that apply) Disposal Field � Septic Tank El Holding Tank 0 Privy 0 Well 0 Water Storage El Not Applicable R APPLICATION IS AN: Initial El Upgrade F J Renewal El THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Permit/Rush Fees: y Pf Date of Payment: 711712--5 Permit No. 05f 2j1 24� May 2025 Waiver Fees: Date of Payment: Waiver No. Distance: ARE, LLC dba ALASKA RIM ENGINEERING CONSULTING CIVIL ENGINEERS & PLANNERS 1920 Kentucky Derby Dr. Palmer Alaska 99645 Telephone: 907.775.2347 Email: alaskarimengineering.llc@gmail.com Professional Consulting --- Practical Solutions ARE LLC, project # 2025001 July 23, 2025 Municipality of Anchorage, D.S.D., On-Site Water and Wastewater Department 4700 Elmore Road, Anchorage, AK, 99519 Re: T15N, R1W, Sec 7, Lot 94 19739 Dotie Drive Parcel ID# 051-161-23 Subject: Septic System Replacement/Upgrade Design Narrative and Permit Application Dear Plan Reviewer, The above 3-bedroom home and two bedroom ADU trailer’s septic system was installed over 20 years ago by Bobbie Call. As such, Debra Call the Trusty is interested in selling the property. Therefore, this design narrative proposes a plan to upgrade the septic tank and field to current regulations. The home is on a private well. SOILS One test hole was excavated on May 21, 2025, and logged by Charles A. Leet, PE. The test hole was advanced to a depth of 19-feet. See the attached soil log which show the soil classification. No groundwater was detectable after required 7-day monitoring, see the attached soil logs. PERCOLATION TEST One percolation test was conducted between 4 and 5 feet below the ground surface. Results from the percolation test indicate the soils to have an application rate of 0.8 gallons per square foot. Test hole and percolation test locations are indicated in the site plan accompanying this permit request. TOPOGRAPHY There are no topographical issues that will be created as a result of this improvement. See the attached site plan for the topography. SEPTIC TANK REQUIREMENTS The existing tank will be decommissioned per UPC and AMC Chapter 15.65. The new tank will be located outside of the 100-foot protective well radius. The new tank will be 1500 gallon tank meeting the AMC Chapter 15.65. DRAIN FIELD DESIGN The proposed design flow rate of 750 gallons per day is required for a 5-bedroom home. The prescribed application rate is 0.8 gallons/ft2. The required area is 938 ft2. Proposed is 8-foot effective depth 60- feet in length; with those dimensions the drainfield will have a total of 960 ft2 of absorption area. The field will be constructed parallel to the existing ground contours. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251245, Curtis Townsend, 08/11/25 T15N, R1W, Sec 7, Lot 94 19739 Dotie Drive Page 2 of 2 Parcel ID# 051-161-23 July 23, 2025 Alaska Rim Engineering Professional Consulting --- Practical Solutions ARE LLC, project # 2025001 REPLACEMENT SYSTEM The proposed replacement system is parallel to the proposed field location with 16-foot separation. SURFACE WATERS There is no surface water within 100 feet of the proposed system. Drainage arrows on the site plan indicate the slope and direction of stormwater runoff. (See attached site plan) WELLS & DRINKING WATER There are no water wells within 100 feet of the proposed system. The property is served by a community well. SURROUNDING PROPERTIES We do not anticipate any adverse effects on the neighboring septic systems, reserve areas or drainage patterns by the installation of the proposed wells and septic system. Sincerely, July 23, 2025 Charles A. Leet, P.E. Principal Engineer Attachments: Permit application (previously submitted) Overall Project Area (page 1) Proposed Septic Plan (page 2) Septic Trench Detail (page 3) Trench Cross Section (page 4) Soil(s) log w/ percolation test data Asbuilt Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251245, Curtis Townsend, 08/11/25 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251245, Curtis Townsend, 08/11/25 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251245, Curtis Townsend, 08/11/25 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251245, Curtis Townsend, 08/11/25 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251245, Curtis Townsend, 08/11/25 ;s►�4C��L � Off" .dl BEARINGS & DISTANCES: STATE PLANE COORDINATE SYSTEMOF 2022 (SPCS2022) UTILIZING THE PRELIMINARYPARAMETERS FOR ZONE ALASKA ANCHORAGE (AK AN 021003). DATUM = NAD83(NSRS2011). UNITS = INTERNATIONALFEET (1Ft=0.3048m). 24.0' 40.0' 24.0' 40.0' 26.0' 24.0' 26.0'24.0' 32.2' 36.2' 32.2' 36.2' 32.3' 42.9'32.3' 42.9' 60.2'26.2' 44.1' 14.2' 16.1'12.0' RESIDENCE G A R A G E RESIDENCE GARAGE GARAGE SHED SHED SHED SHED OWNER. UNDER COVERED APPX. WELL LOCATION PER WALKWAY W/ CONC. BLOCK FOUNDATION. LEGEND FOUND 5/8" REBAR, NO CAP EDGE OF GRAVEL DRIVEWAY UTILITY PEDESTAL DECK CONCRETE OVERHEAD UTILITIES POWER POLE LIGHT POLE FOUND 2.5" ALUM. CAP SEPTIC PIPE WELL FOUND 5/8" REBAR, PLASTIC CAP TIMBERLINE SURVEYING AND MAPPING 17035 BARONOFF AVE EAGLE RIVER, AK 99577 907-242-5320 ryan@timberlinealaska.com FILE NO.: 25.011 SCALE: 1" = 50 FEET DATE: 2/15/2025 SHEET: 1 of 1 MOA GRID: NW1255 SCALE: 1" = 50 FEET(11"x17") 50'0' 100' AS-BUILT OF: ADDRESS: 19739 DOTIE'S DR, CHUGIAK, AK LOCATED IN: ANCHORAGE RECORDING DISTRICT BLM LOT 94SECTION 7T15N, R1W, S.M., AK WINTER SURVEY NOTE: VARYING DEPTHS OF SNOW ON-SITE AT TIME OF SURVEY. ONLY VISIBLE IMPROVEMENTS SHOWN HEREON. 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 OSC261115 Parcel ID 051 -161-22 Legal description T1 5N R1 W SEC 7 LT 94 Site address 19739 DOTIE'S DR Expiration Date: 11/24/2026 Current property owner(s) CALL BOBBIE B LIVING TRUST X The On-site system(s) is/are approved for 5 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or conditions: By: /(� t—`�i� Original Certificate Date: 5/28/2026 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Service Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's submittal. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other 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 Application 1. GENERAL INFORMATION Parcel I.D. 051-16-122 Complete legal description T1 5N R1 W Sec. 7 LT 94 Location (site address) 19739 Dotie Dr. Current property owners) Bobbie B Living Trust 2. ON-SITE SYSTEMS SIZED FOR 5 BEDROOMS Day phone 907-306-3689 3. TYPE OF WATER SUPPLY: ❑■ Private Well serving #2 dwelling units ❑ Other Non-public well as regulated by MOA ❑ Water Storage ❑ Community Well or Public 4. TYPE OF WASTEWATER DISPOSAL: ❑■ Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel 0 Plastic ❑ Concrete ❑ Fiberglass Age NEW - See advisory if steel or fiberglass older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed 0 Deep Trench ❑ Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: ❑ Distance: By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $ �) VO' 00 Date of Payment s/641 Qc__ C1 COSA# OJT-4G�k j Waiver Fee $ Date of Payment Waiver # COSA Application_Apr2025.doc COSA Checklist_May2025.docx COSA Checklist Legal Description: Parcel ID: If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____ A. WELL DATA Well log is filed with Onsite (or attached) Date drilled Total depth ft Cased to ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) in. Date of flow test for COSA Static water level at beginning of test ft. Well production at time of test gpm Water storage tank volume gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date Comments __________________________________________________________________________________ B. TANK DATA Measured operating fluid level in septic tank Date of pumping Required maintenance completed, if AWWTS Comments: C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: D.DISPOSAL FIELD DATA Which system tested (date installed) ALL standpipes present per record drawing Total measured depth from grade ft (max) Measured depth to pipe invert from grade ft (min) N/A – pressurized field. Per record drawings, field is insulated. Monitor tubes go to bottom of effective. If not, state depth into effective Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) If yes, enter date Adequacy test date Results Pass Fluid depth prior to test in Water added gal New fluid depth in Elapsed time min Final fluid depth in Absorption rate gpd FIELD STATUS – POST RECOVERY Effective depth (per record drawings) in Effective depth used in Effective depth remaining in Comments/Deficiencies: 0 0 D 0 C N x m l< N 0 N oa X to o' CD CD -I cw CDa z n s d CD N D r CD CD w CD 0 ITI m r r CL !y v 3 m CD CD cn 0 O Cn `D CD 00 V N ~ Cr N co W N IT! D O z v_ D z n m CD i (D � � m CD -� CD co N n co' ::r Z CD a ,r a --1 n� 3 CL 3 CD CL v 0 0 0 0 �lO<—O CD 3 Iv cn z m m 0 0 0 0 0 0 CO n. (D"17 m CL rn J O 0 CUD fD CD a c a c a C:0 CA. o cn ? 1© v d CD o�°c<~ m CD CD O CD m Cn CR CD y = C° U)fD 2 3 r D IV CD IV IV IV 3 CD O n 0 0 3 CD I j - CJ1 O O O •-3� I 3 z O 3 N CDto = = ;v = CD CL — 0 =Vo CD CD CD O D ?• 2 O n (n CD i ai CD cn CDN 00)) 3 w CD cn a CD v 0 O CD 3 D 0 -I m v 0 3 n 0 3 IV CD o CD CT m 0 3 ? O < CD n O ED z o z O z O z o z 0 C0°�N O 3C•• ICD I V � COC3 CD 3 3 Oo O ©I; ©a aEl Z CDv��� CD CD CD I I I I co ° -0 CD �CDCD<r� cn M O =;; O =:;; O T O O cn cl) I I I I y O CL W c3��K 0a, CD moo 7r O 3 m cn 0 0 5 U) <0 0 IV D 0 °yin -y (] 3 G m CL c 7 _a o a ..' 0 0 CD 0 "� c CD 3 -_ C L N N r o g (A< IV rn to- U -CD co a a N O C? K m � m s � Q. CCD �_U)% 0 © © =� < 3 CSD N CD aim CD _. m v, w 3 N cr z z z 7 O O O cr CD CD n CD n I W N IT! D O z v_ D z n m CD i (D � � m CD -� CD co O co' ::r r 5 CD o v T o M. 3 --1 n� 3 CD CL v 1 V w m O Iv cn 0 T Iv o m CL rn J O 0 0 r ❑ Iv o D © ©§ 1© v I CD m CD CD CD ID CD Cn CR U) U)fD 2 CD Cx .< 0 0 0 0 0 I ( I I I 3 3 = = = ;v = — 0 D ?• 2 O n (n CD i cn CD 0 3 w : CD CD 3 D 0 -I m v 0 3 n 0 3 IV CD o CD CT m 0 3 ? O � ED IV _r v o CU CD � (n 0 O 3C•• ICD I V � COC3 CD N cn O ©I; ©a aEl CD O CD CD CD CD Cn (n co cn cn M O =;; O =:;; O T O O I I I I I W N IT! D O z v_ D z n m