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HomeMy WebLinkAboutALPINE WOODS BLK 1 LT 6Alpine Woods Block 1 Lot 6 #015-234-07 Municipality of Anchorage On-Site Water and Wastewater Program • (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP191418 PID Number: 015-234-07 Dwelling: ® Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New ® Upgrade Name: WILLIAM & MARY JACOB ABSORPTION FIELD - EXISTING ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 6001 DOWNEY FINCH DRIVE, ANCH., 99516 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 GPD/SF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot Fill added above original grade Ft. Gravel length Ft. ALPINE WOODS 1 6 Township Range Section Gravel width Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area z Number of trenches Dist. between trenches From Tank Field Tank Line Ft -- -- Ft. Well 200'+ NA NA NA NA TANK ® Septic ® S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER Capacity 1500 Gal. Surface water 100'+ NA NA NA Material HDPE Number of compartments 2 Lot Line 5'+ NA NA NA NA Foundation 10'+ NA NA NA LIFT STATION Manufacturer ORENCO / GREER Capacity 1500 Gal. Curtain Drain NA NA NA NA Remarks Existing septic tank decommissioned Pump on level at 82 in. FROM TOP OF MH Pump off level at 92 in. High water alarm at 80 in. per code, new tank installed 5'+ from & connected to existing fields w/ valves. Pump make and model Franklin 2445040117 — 1/2HP Electrical Inspections performed by MOA nk to PIPE MATERIAL House to tank 3034 3034 Installer DENALI EXCAVATING d ain field Drainfield CO/MT 3034 Inspector FWCS / MNA BENCH MARK (Assumed elevation) 100 ft Inspdection 110/28/19 10/29/19 Location and description 2nd 3`d 4'h BOTTOM OF SIDING COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL oe®'kNk Conditional Approval: Date � •• s * � 49 TH� * f / � •/ %MICHAEL N. ANDERSON.- Tr No. CE 9469�'� Approved &Lau, ADate inspection r<epon_a- i- iz.aoc ALPINE WOODS BLOCK 1, LOT 6 PID: 015-234-07 PERMIT: OSP191418 A -C=38.0' B -C=22.2' A -D=41.7' B -D=26.1' A -E=46.6' B -E=32.3' A -F=43.2' B -F=34.0' /-VALVES SEPTIC SECTION SCALE: NTS PREPARED FOR: SUPPORT®SERVICES: BILL & MARY JACOB Ar��� �F AL�� ALPINE WOODS BLOCK 1, LOT 6[WES r. y F * 6001 DOWNEY FINCH DR., ANCH., AK 99516 * 49 TH 4K� Michael N. Anderson P. E.�t MICHAEL N. ANDERSON DATE: 11/11/2019 Q, No. CE 9469 4661 Natrona Ave. DRAWN: FWCS� 11./11/19'�'~�� Af Anchorage, Alaska 99516 40 (907)727 8864/FAX: (907)345 1391 SCALE: 1" = 30' 'OPESS10,0 E a 0 CD FA ? or. low cn �3CHQLZ 52 (ro fw to ti p cn 0 0 co ri I. do E a 0 FA ? or. low �3CHQLZ 52 fw to ti p cn 0 0 co ri I. E a 0 9/25/19 MV UM OF A UTY OF AHC HORAGE Development Services Department 7 Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTICM/ELL PERMIT APPLICATION Parcel I.D. 015-234-07 Property owner(s) JACOB & MARY WILLIAM Day phone 9072236429 Mailing address 6001 DOWNEY FINCH DRIVE, ANCHORAGE, AK 99516 Site address 6001 DOWNEY FINCH DRIVE, ANCHORAGE, AK 99516 Legal description (Sub'd., Block & Lot) ALPINE WOODS B1, L6 Legal description (Township, Range & Section) Lot Size 67,181 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) (w/wo AD U) Septic Tank ® Upgrade ® Duplex (D) ❑ Holding Tank ElRenewal El Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. FW ,GS (Signature of property owner or authorized agent) Permit/Rush Fees: //Aa5 Date of Payment: �7 Iql17 Receipt Number: 17 C� Permit No. 655 tq lLjlZ Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc Michael N. Anderson, P.E. Civil/Structural Engineering and Construction 4661 Natrona Ave. Anchorage, Alaska 99516 Phone 345 -3377 / Fax 345 -1391 Support Services Brent M. Western 907-440-4601 September 18, 2019 On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC TANK UPGRADE PERMIT LEGAL: ALPINE WOODS BLOCK 1, LOT 6 To whom it may concern: The owner has requested we proceed forward to obtain a septic permit to upgrade the aged septic tank on the subject lot. The proposed upgrade will serve the existing 4- bedroom house. The lot and area are served by public water. The proposed design will not impact any of the neighboring properties due to the lot layout. Please contact Brent M. Western or me if you have any questions. Sincerely, Michael N. Anderson, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191418, Rebecca Carroll, 09/25/19 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191418, Rebecca Carroll, 09/25/19 Municipality of Anchorage Page —L_ot_ DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL'SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SWg7 0..33 PID Number: 015 - ASY - O 7 Name: R-L(,i4AiZp Wastewater System: ❑ New Upgrade Address: 6&0/ ABSORPTION FIELD Phone: No. of Bed ooms: ❑ Deep Trench Shallow Trench ❑ Bed ❑ Mound ❑ Other LEGAL DESCRIPTION Soil Rating: Total Depth from original grade .48 GPD/Sq. Ft. Gravel depth beneath pipe Lot: / Block: Subdivision: Depth to pipe bottom from original grade: (�ALPIN E xl6iilivo Ft. Ft. Township: Range: Section: Fill added above original grade: Gravel length: 10 Ft. _ 5Z . =t WELL: ❑ New ❑ Upgrade Gravel width:!_ Number of lines: 1 Distance between lines ti Ft. Z 1.5 Ft. Classification (Private. A,B.C): Total Depth: Cased To: Total absorptir,f, area: Pipe material: Ft. Ft. 7.�'D SC. Ft. RZO P9 ' 3 0 Driller: Date Drilled: Static Water Level: Installer: �. Date int 11 d: 97t - Ft. /i /91 Yield: Pump Set at: 77t. asing Height Above Ground: TANK GPM Ft. SEPARATION DISTANCES ❑ Septic ❑ Holding ❑ S. T. E. P. Tci Septic Absorption Lift Holding Public/Private Manufacturer: Capacity in gallons: From Tank Field Station Tank Sewer Lines Well ;L0'0 o f Z" + Material: Number of Compartments: Surface Water Mo + 100 t o o t LIFT STATION Lot Line b0 f" O Size in gallons: Manufacturer: AN Ghl 14 Foundation ! `O �' O "Pump on" level at: tI ll "Pump off' level at: High water alarm at: r ! I O 1 V OAS" Curtain Pump Make & Model Electrical Inspections performed by: Drain Q ea Remarks: BENCH MARK Location and Description: •-15,ftwt, oTi o 1tt S N m Assumed Elevation: 0 . ENGINEER'S SEAL Inspections s performed by: —_ Dates: 1 s�. 2nd. Department of Health and Human Services approval t . Reviewed and approved by: _— Date: A ♦ ♦1250 GAL ST B / To D ♦ u DIVERTER ZD 200 / as DRAIN FIELD ♦ H / 500 GAL S TEP 2 5X52 �T /�� 3FTD c 2 FT ROCK '"000 to 0000 INSULATED go19 K ♦ 000000 � / 1 i to / SWING TIES TO TANKS AND BED: / F / AC 31 FT BC 32 B' AD 40 9D 40 �� • A� 44 • ..................�, ♦ BT 42 / SWING TIES rO TRE CHES: ♦♦♦` •,,/1♦ Au 63 �.•• \ •0 9 ♦ BU 57 FG / 108 FT Al � \ ♦♦ AS 80 ?`N 127 s 49th [ 't BS 75 FK 113 �.... .. .......... ................s f FL 130 / 70BB SPURKLANDAF ♦ ✓ •. No, CE -2225 •� Wiskisk "6ii 1111"1111111111111 111111111 25 0 25 50 75 100 125 150 SCALE- 1' = 50 FT, TOBBEN SPURKLAND P.E. ALPINE WOOD LT 6 BLK I SEPTIC SYSTEM AS BUILT 203 W 15TH. AVENUE 6001DOWNEY FINCH DRIVE DATE: AUG. 20, 1997 ANCH. AK. 99501 SHEET. • 2/3 GRID: 2738 (907) 279-3916 11 RICHARD MARTIN PERMIT # SW970233 PID # 015-234-07 APW01062,DWG 52.5 FT 1-1/4 INCH DISCHARGE LINE PVC SGEDULE 40 4 -INCH MONITOR 3/16° HOLES 0 30 INCHES 1-1/4 INCH DISCHARGE LINE PVC SGEDULE 40 4 -INCH MONITOR 3116" HOLES @ 30 INCHES STANDARD 5—WIDE 18 FT X 45 FT 02t 4--414--P. of Cover 2" INSULATION 99.00- 0-000-0-0-0- - O -O- TRENCH J2 00 00000000000 0000 Oo 97.0 —� ZD 200 DIVERTER VALVE TO EXIST. D.F =�)—O 500 GAL STEP WITH ORENCO PUMP AND SANDFILTER CONTROLL PANEL 4 -INCH MONITOR TRENCH #1 4 -INCH MONITOR TRENCH 12 MONITOR 99.5 TRENCH #1 - 97.5 24 Sewer Rock .��������I1 SILT BARRIER •���� OF q� �♦♦ .• P.•••••••.............9s♦i 9 49th 8 1250 ST. 97.0 ,.4 ............. .... ../ 500 GAL ORENCO STEP �% T❑ EN SPURKLAND �= ♦C '�� ♦ ✓� •�No. CE -2225 •.� �Ar .................• ASSUMED ELfV.' 100.00 FT ; TOBBEN SPURKLAND P.E. ALPINE WOODS LT 6 RIK 1 SEPTIC SYSTEM SCHEMATIC 203 W 15TH. AVENUE 6001 DOWNEY FINCH DRIVE DATE: AUG. 20, 1997 2,90Z) 279—J916 INCH. AK. 99501 RICHARD MARTIN SHEET.- 3/3 GRID: 2738 PERMIT NO SW970233 PID APWO1063.DWG 1 3V/2t.197 14121 go ll 7 KIT, ,� 4N INSPL-'CI'ION REPORT MUNICI LITY or ANCHORAGES BUILDING SAFETY [IVIS! 1N 1600 rMAT TUDOR ROAD INSPEUTIUM. VOICE 683,3404 lNSPF;CllQN.' FAX(9a7)343-6236 lNro; ms.,9211 NAML vc-A m rf JD AbDRESS CAD I # DAt 4) �, O 77 BLOCK AEMPECTION; YE 4-3,10NONCOMPLIANW- I CORRECTIONt US514TIAL AS EXPLAINO DELOW WILL RP -AA AT f Mlpr'f i0N i I DO NOT CONCEAL MiL REANSPECTE0 COMMEMS: (r -OR INSPhOTOR USF )NLY) VOWN CURRU1,; f l()Nb AJIF MADE PLEASE CAI -1- PON Ti�-1148M,174 U() 140T llpmovp 7fjjl� Nollu, lya* c apl PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW970233 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:MARTIN RICHARD L & KATHERINE E OWNER ADDRESS:6001 DOWNEY FINCH DR ANCHORAGE, ALASKA 99516 PARCEL ID:01523407 LEGAL DESCRIPTION: ALPINE WOODS BLK 1 LT 6 LOT SIZE: 67181 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: DATE ISSUED: 7/31/97 EXPIRATION DATE: 7/31/98 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 ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED BY: - r ISSUED BY:i% "z"z DATE: (f l(( f -7 DATE: 7 2/ -9'7 TS)PURKLAWD) RJR,, 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN ALPINE WOODS LOT 6 BLOCK 1 RICHARD MARTIN Municipality of Anchorage July 9, 1997 Department of Health and Social Services 820 I Street Anchorage, Alaska 99501 We are submitting an application for the installation of a septic system upgrade for this lot. The existing drainfield did not pass an adequacy inspection and must be replaced. Due to the presence of groundwater at 9 feet adjacent to the existing drainfield, and topography that does not permit another bed or 5 -wide at this location, the replacement drainfield has been located at the location shown. The testhole at this location showed a plastic silt beginning at 7 feet and extending to the bottom of the testhole. Groundwater has not been observed, but the soils were moist and pliable indicating that the material was not impermeable, however visual evaluation concluded that the percolation rate would be too slow to be utilized for soil absorption. Since only the top 7 feet of the soilhorizon can be utilized, and recognizing that the percolation rate is marginal at 5.5 feet, only a bed or a 5 -wide drainfield seems to be possible. A bed at 2 feet will require an area of 1200 sq.ft. It is doubtful a level area of this size can be found; the other alternative, a 5 -wide trench at 3 feet with 2 feet of rock requires a length of 105 feet. Two individual trenches, 52.5 feet long, at different elevations, based on the local topography, will be relatively easy to install. Because a lift station will be needed, a pressurized distribution with frequent, low dosage will be utilized. Pressurized distribution with intermittent discharge will prolong the life of this system. The existing bed will be left in place, isolated with a diverter valve. The bottom of this bed is 5 feet above the observed groundwater, and is not in violation of the required separation requirement. This submittal consists of three (3) drawings showing the present improvements on the lot and the adjoining properties, (sheet 1/3), the proposed improvements of the lot, of which only the septic system is subject to this permit application, (sheet 2/3), and a schematic of the septic system, (sheet 3/3). Soil logs and percolation tests of applicable testholes are also enclosed. The septic system design is based on the following : No Ground Water or Impervious Layer to 16 ft. No Percable Soil Below 7 ft Soil Rating. @ 2.5 ft 7.5 min/in = 0.8 gal per sq.ft/day Soil Rating. @ 5.5 ft 60 min/in = 0.45 gal per sq.ft/day No. of Bedrooms 4 Use Soil from 1 to 3 feet Required Area per Bedroom: 150/.8 = 187.5 sq.ft. Total area required: 187.5 x 4 = 750 sq.ft Use 5 -wide with 2 feet of rock Reduction factor .7 Bottom area required: 750 x .7 = 525 sq.ft Total length required: 525 / 5 = 105 ft Use two trenches 52.5 feet long Insulate trenches Place one foot of additional fill 500 gal STEP with four foot riser ZD 200 Diverter Valve The installation of this septic system will not prevent wells from being installed on the adjacent lots. There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. I (ENGINEER'S SEAL) ,1 Municipality of Anchorage .� DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: RICA AP -D %4A 1 IN DATE PERFORMED: (047 LEGAL DESCRIPTION: ALPINE iX 000 Township, Range, Section: E H Lo �p �jK.l SLOPE SITE PLAN D 1 2 OP-4A1J l L- Q"L-% '_t S► t-4 3 3 �o0.L �. s M 4 11.1 1 i 14 5 6oU-� 7 8 9 - 11 -4 e 10 Uri f / „ Q WA; GROUND WATER I�r�t sd-�'� � ENCOUNTERED? � 11 12 13- 14- 15- 16- 17 314151617 18- 19 20 COMMENTS - 17 WD S IF YE'S, AT WHAT L DEPTH? e,QPg 0 �- P E Depth to Water Alter Monitoring? 9 Date: Reading Date Gross Net Depth to Net Time Time Water Drop PEr.COLATION RATE (minutes/inch) PERC HOLE DIAMETER TESL RUN =.5 f FT AND Z��c4 —IV-IU 4' -t-k c� e, t ti i'► w t t� s PERFORMED BY: I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) Municipality of Anchorage t DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST (ENGINEER'S SEAL) PERFORMED FOR: ZVl -14AC'sD HAeT 1 N _ DATE PERFORMED; /C? % LEGAL DESCRIPTION:_AL- P &E Lebo DS Township, Range, Section: Lc) i ( SLOPE SITE PLAN 1 ' F OfrL7 �F`�41�1 I i S �vL 2 I - N 3 so -,"d -/ �;i" /- 4 NV , !ig It- 4 .)l 1 a/r 4t HS 0- 6- 7 6 7 $ S' 9 10 11 12 13 14 15 16 VYl O '1 '/, d -1:0 2 L ENCOUNTERED? (VI,5vAL) &77o x4 O F= 17 NOL1= W m 20 Depth to Water Alter Monitoring? IF YES, AT WHAT DEPTH? �a S L O P E Date: _ Reading Date Grass Net Depth to Net XIA'k Time Time Water Drop • 2 1 rti "rl 7' L 3 71/x PERCOLATION RATE �_ (minutesiinch) PERC HOLE DIAMETER u i TEST RUN BETWEEN � FT AND � 2- F7 DISCLAIMFR� Gr�undwat r .conditions indi atad are for h date shown only. Past and future presence and/or depth of groundwater can not be predicted rom these o se�rv�a tons. PERFORMED BY: I -_ �/ � • CERTIFY THAT THIS TEST WAS PERFORMED IN 0 ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: / 1 1 1199 r 3 72-008 (Rev. 4/85) 1 x-12- c ONLY e Municipality of Anchorage DEPARTMENT OF !-HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST (ENGINEER'S SEAL) j� t /� l , /� ,� 1 t PERFORMED FOR:_ 4Qf � 4Al2� 1`�`A(2,f—tN DATE PERFORh/YED: LEGAL DESCRIPTION:_ /`9"tiLPl/yE 0e)e)p e Township, Range, Section: (F`�1, L. 6 SLOPE SITE PLAN EET) 1 1 2 3 4 5 6 7 8 9 10 WAS GROUND WATER ENCOUNTERED? 11 IF YES, AT WHAT 12 DEPTH? 13 Depth to Water Alter Monitoring? 14 15 16 17 18 19 20 S L O E Date: l� PERCOLATION RATE 75— (minlitesiinch) FERC HOLE DIAMETER TEST RUN BETWEEN _a_ FT AHD Z FT DISCLAIMER Grnundwatar conditions indiratp,i are for the datPa Shown only. Past and future presence and/or depth of groundwater can not be predicted from these2 o �erva tons. PERFORMED BY: s I - �� _ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:J,&49 rgg7 72-008 (Rev. 4/85) 1 -- -- l� PERCOLATION RATE 75— (minlitesiinch) FERC HOLE DIAMETER TEST RUN BETWEEN _a_ FT AHD Z FT DISCLAIMER Grnundwatar conditions indiratp,i are for the datPa Shown only. Past and future presence and/or depth of groundwater can not be predicted from these2 o �erva tons. PERFORMED BY: s I - �� _ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:J,&49 rgg7 72-008 (Rev. 4/85) 1 Lot 5 \ \ LOT 9 50 0 0 100 ,(50 200 250 300 SCALE- 1 " = 180 F Well Parcel 5 •••�ET I OF 4441 ❑ i Q , , BL 2 .. 49th •� W .. ' rN syn — � w���� � ►•� � � 1 1 .. .. .......... . . �'�•. TO B N SPURKLAND••�•= fes••. O CE -2225 .•' / C 00 FES P /� D O W n l�rra��� • / /, Lot 5 � Ik Lot 6 Lot 4 TOBBEN SPURKLAND P.E. ALPINE WOOD LT 6 BLIP 1 SEPTIC SYSTEM DESIGN 203 W 15TH. AVENUE 6001 DOWNEY FINCH DRIVE DATE: JULY 9, 1997 ANCH. AK. 99501 SHEET: 1 3 GRID: 2738 907 279-3916 RICHARD MARTIN PERMIT # PID # 015-234-07 APW01061,DWG a PROP, DRAIN FI4. 2 5 X 52.k FT EXIST., f250 GAL ST /xisI i ♦ i I �— 500 GAL STEP ;* .. '`' . 3 FT DFAOr�--�- 2 FT 17 R00 OK —� go to 1 to �j 5 -FOOT BANK OF AV / ..... .......a • s 'o -...........NPS I���DFESSI: �i 25 0 25 50 75 100 125 150 SCALE- I' = 50 FT, TOBBEN SPURKLAND P.E. ALPINE WOOD LT 6 BLIP I SEPTIC SYSTEM DESIGN 203 W 15TH. AVENUE 6001 DOWNEY FINCH DRIVE DATE: JUNE 20, 1997 ANCH. AK. 99501 SHEET 2 3 GRID: 2738 /an 7) 9 7a— 3A I R1(. 4AR17 MARTIN PERMIT # PID # 015-234-07 APW01062,DWG 52.5 FT 1-1/4 INCH DISCHARGE LINE PVC SGEDULE 40 4 -INCH MONITOR 3/16" HOLES @ 30 INCHES 1-1/4 INCH DISCHARGE LINE PVC SGEDULE 40 4 -INCH MONITOR J116- HOLES @ 30 INCHES STANDARD 5—WIDE 2 Ft. of Cover 7 //— Topsoil INSTALL ZD 200 DIVERTER VALVi TO EXIST. D.F INSTALL 500 GAL STEP WITH ORENCO PUMP AND SANDFILTER CONTROL[ PANEL 4 -INCH MONITOR 4 -INCH MONITOR MONITOR n l� ' X!JSfL((J1'Llltll ml • ILII • hI • ISI • UI • I•I • ■ • 14 • • • • • • •tea • •�• • • 1 •�• •�•�•� 24" Sewer Rock SILT BARRIER .�����aaa��1 f ♦ � �F q f ��. P.E,,..........� ,. ., W;� 4 4th r9 TNBBIN SPURKLAND\r'i ✓ '• No. CE -2225 s . �1j pRQFESSION?��� 500 GAL ORENCO STEP TOBBEN SPURKLAND P.E. ALPINE WOODS LT 6 RIK 1 SEPTIC SYSTEM SCHEMATIC A203 W 15TH. A VENUE 6001 DOWNEY FINCH DRIVE DATE: JULY 9, 1997 /an 7 f 97a_95� 1 RICHARD MARTIN SHEET,. 3/3 GRID: 2738 PERMIT NO SW970XXX PID # 015-234-07 APW01063.DWG ke 72-013 (Rev. 3/78) P MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME �j SC' -D' t!Jkr� PHONE 341Y CJS) W� 77 ❑UPGRADE MAILING ADDRESS i j 6 � I 1�� )oan/� /!C kt7(a LEGAL DESCRIPTION A I p► iur ��"ov�Q S %.a d T I z.t,J LOCATION f�� NO. OF BEDROOMS DISTANCE TO: Well 2_00_ i-- Absorption area Dwellin PERMIT NO. CJS—ZL4 '� UY a wQ Manufacturer /' r Material S . No. of compartments � ti Liq. capacity in gallons 12-50, IF HOMEMADE: Inside length Width Liquid depth DISTANCE TO: Well Dwelling PERMIT NO. _jOZ O z F Manufacturer Material Liquid capacity in gallons D DISTANCE TO: Well It Foundation Nearest lot line PERMIT NO. w= W Uj z No. of lines / Len h 4 each line Total length of lin Trench width 0 Distance between lines .� Z W f� (7 j` `R 2 ©inches ac ll Top of tile to finish gradeMaterial beneath the Total effective absoon area O 5 ra inches 9 4)06)-- Length Width Depth PERMIT NO. W 0 < H Type of crib Crib diameter Crib depth Total effective absorption area CL W d N DISTANCE TO: Well Building foundation Nearest lot line J Class Depth Driller Distance to lot line PERMIT NO. J W DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER T �V PIPE MATERIALS Z:' -1- 3 z SOIL TEST RATING f 43 a lam/,ems fr-sd- tvo INSTALLER r Awu 1��tt 1 i' REMARKS s' 6 , �+ /^ 7fy a �-o/ra �' ' ' n 6011 7�L S APPROVED DATE LEGAL iyp 72-013 (Rev. 3/78) P PERMIT NO: DATE ISSUED: APPLICANT: ADDRESS: CONTACT PHONE: LEGAL DESCRIPx LOT SIZE: MAX BEDROOMS: ` A t%-1 C:� ���.N "3�� DEPARTMENT HEALTH AND ENVIRONMENTAL .nOTECTION 825 L STREET, ANCHORAGE, AK 99501 ``-------' 264-4720 850362 LESLIE C. BURR 661 HIGHLANDER ANCHORAGE, AK 99516 344-0501 SUBDIVISION: ALPINE WOODS SECTION: 23 TOWNSHIP: 12N 1.50A (GQ.FT. OR ACRES) LOT: 6 BLOCK: l RANGE: 3W Listed below are the options available to you in designing your septic system. Choose tie option that best fits your site. , i-FREwP4K1U-8 'F—:"n K*J ~ ][�F=Z ][ N DEPTH TO PIPE BOTTOM (FT,) 4.0 \ 4.0 / 4.0 GRAVEL DEPTH (FT.) 12.0 0.5 3.5 TOTAL DEPTH (FT.) 16.0 4.5 7.5 GRAVEL WIDTH (FT.) 2.5 26.0 5.0 GRAVEL LENGTH (FT.) 37.0 49.0 95.0 ** GRAVEL VOLUME (CU.YDS.) 42.9 47.2 , 70^4 ' TANK SIZE (GALS) 1,250.0 **�/ 1,250.0 **^� 1,250.0 ** SOIL RATING (SQ.FT./BR) '220 209 220 ** GRAVEL LENGTH > 75 FT. REQUIRES MULTIPLE RUNS'(NOT EXCEEDING 75 FT. EACH) ** TANK MUST HAVE AT LEAST TWO COMPARTMENTS - - - - - - - - - - - - - - - - - - - - - - - - - -- -- -- -- -- -- - - - - - - - - -- I certify that: ' I. I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage (MOA) and the State of Alaska. 2. I will install the system in accordance with all MOA codes and regulations, and in compliance with the design criteria of this permit. 3. I will adhere to all MOA and State of Alaska requirements for the set back distances from any existing well, wastewater disposal system or public sewerage system on this or any adjacent or nearby lot. 4^ I understand that this permit is valid for a maximum of 4 bedrooms and any enlargement will require an additional permit. . IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES, THEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS-BUILTS WILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (3) THE ELECTRICAL WORK MUST BE DONE BY A LICENSED ELECTRICIAN. SIGNED ^ DATE: _________________________-_______ ------------------- APPLICANT: ______________APPLICANT: LESLIE C. BURR %SSUED BY§Jyj;y__DATE_- --------------------------------- A�t �____ ['-1 LJ t%J I C:� :1 L_ 1 T''Y' C) F" A N C_�: " (-I Fz onk U E-1. DEPARTMENT [ HEALTH AND ENVIRONMENTAL ]TECTION 825 LSTREET ANCHORAGE� AK 99501 ' 264-4720 �r.4—�i -*,r* EE E3 E-_ w ra i=z F> E=- F� m x -T, ~ U PERMIT NO: 850362 DATE ISSUED: 06/26/85 ' APPLICANT: LESLIE C. BURR ADDRESS: 661 HIGHLANDER ANCHORAGE, AK 99516 CONTACT PHONE: 344-0501 LEGAL DESCRIP: SUBDIVISION: ALPINE WOODS Nj LOTQ6 BLOM 1 SECTION: 23 TOWNSHIP: NE1 3 SIZE: 1,50A (SQ.FT. OR.ACRES) MAX BEDROOMS: 4 Listed below are the options available to u in de igning your septic system.LOT Choose the option --- ---~----~------ F_= 13 W~ 1.3F;:ICA l[Kq DEPTH TO PIPE BOTTOM \ ` 4.0 4.0 GRAVEL DEPTH (FT.) "— `/ TOTAL DEPTH (FT.)7.5 GRAVEL WIDTH (FT.) 2.5 76 GRAVEL LENGTH (FT.) ` . 49 0 95 ** GRAVEL VOLUME (CU. YDS. \ 47 2 TANK SIZE (8ALS) 100 0 ** 1, ** O 0.0 **In ** GRAVEL LENGTH > 75 FT. REQUJRES MULTIPLE R 8 (NOT EX 7 FT. EACH) ** TANK MUST HAVE AT LEAST _ TWO\COMPARTMENTS / N \J� / � / /, _ _` _'_ _ _ +- _ I. I a& Imiliar with the requi ements for M -site 4w)l forth b the Municipality of Anchorage MOA) and,kthe StIte of Alaska. 2. 1 will nstall the system i accordant with ll'MOA c des and regulations, and in c mpliance with the esign cri ria of t -is pe mit. t he °. ^ will ~°AWN ~^~ .. .^~�.~ .��.^.� �..^� for,the ~e^ ~~^. distances from any e> well, wastewa er dispos I system or public 4. 1 understa c that this rmit is va.'d or a maximum of 4 bedrooms and en t IF A LIFT STATION IS INSTALLED IN AN AREA 'RED BY MOAQUILDINS CODES, THEN (1) AN ELECTRICAL PERMIT AND INSPECT MUST BE OBTAINED; (2) AS7BUILTS WILL NOT BE APPROVED WITHOUT AN ELECTRICAL I SPECTION REPORT; AND (3) THE ELECTRICAL WORK .USELECTRICIAN.� SIGNEDA§QATE.", APPLICANT ISSUED BY ATE: (ENGINEER§ SEAL) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST PERFORMED FOR:�LF� , DATE PERFORMED: LEGAL DESCRIPTION: Re C�9�a��' � � +' � Township, Range, Section: � te r_ 2- °S'r °'rI o o Ep SLOPE SITE PLAN 1 P V ?e -1-t_ 15 r 16- 17 6 17 18 Bps be"A- Vj ck -y WAS GROUND WATER ENCOUNTERED?_ IF YES, AT WHAT DEPTH? Depth to Water After Monitoring? Date: MEMMMMMMIN 2 `q C't'��i�� 3 4- 5 5 r 6 r 7 .a�< r 8- 9- MRSOMR-661 10- 1011 .■'E^MEN■EMEMI-rawmaRomg' 11 12- 213 c � 131 ` 14 A 15 r 16- 17 6 17 18 Bps be"A- Vj ck -y WAS GROUND WATER ENCOUNTERED?_ IF YES, AT WHAT DEPTH? Depth to Water After Monitoring? Date: MEMMMMMMIN MRSOMR-661 .■'E^MEN■EMEMI-rawmaRomg' MMUMEN,.��ffin NERNMENON ■MO■M■M►'�■ ■EN■■■ENN■ r'r L Reading Date Gross Net Depth to Net Time Time Water Drop 20 PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER 1 TEST RUN BETWEEN FT AND FT `. COMMENTS `�0 �' �' i� i a « "Z7Vx1rIcam /'� y ra_"7C�! f� 12-5 �7 7�,� PERFORMED BY: 116 CS i nC%�5� I� 0G` �^ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: q.� Z -v 72-008 (Rev. 4/85) a, 0 -<--SOILS LOG a MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 0� PERCOLATION TEST 825 L. Street, Anchorage, Alaska 99501 2644720 SOILS LOG — PERCOLATION TEST PERFORMED FOR: Mr'y L4 4 ",, - DATE PERFORMED: 17 LS LEGAL DESCRIPTION: A I I-,. LJwr/ p ( L b �:<t 7e 1 f Imo' I4 SLOPE SITE PLAN ( ! _ 1 jj G7� iM 6414y S jravl Io4S� _ �'r!!J 6K 614"-Y Sa-n� 1wei arra '2z,%_5 Nl:s coca s --,bac. `V0j00001b�Q0���1 U' ' t 0000jr y C. Reid, Jr. ; No. 2251.E WAS GROUND WATER ENCOUNTERED? ab IF YES, AT WHAT DEPTH? rt 6 AkQ tWflk-"0--- Reading Date Gross Net Depth to Net Time Time Water Drop f � Y f 4. r PERCOLATION TEST RUN BEI (minutes/inch) FT AND FT COMMENTS -SID -11 L� lat' CC) 093 3 A'//i ffm / . � t>, > Pe raft owndlJ44.A 41i I" d/ 4wn ,_s Setwef w ,,kximAli<r04 _ter ¢ud s'erke .s, i� PERFORMED BY: '� I / /;/' 7 ^ } �'_CERTIFIED BY: DATE: fh, ks� Jas c1omt �echiuse fl\ey 72-008 (6/7911�C a eft Ate- / i j MUNICIPALITY OF ANCHORAGE PERCOLATION DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION / TEST 825 L. Street, Anchorage, Alaska 99501 2644720 SOILS LOG —PERCOLATION TEST bS06� �or ',( k 1�1 f e' ',� q CD PERFORMED FOR: �' A DATE PERFORMED: -- /3b 18 LEGAL DESCRIPTION: L 4 MoA ST SLOPE SITE PLAN (IF7T OL 2 3 - 4 - t'r 5 6- 7 8- 9- 18 OF AJ.411 • *4 19 No, 2251 -E )'190FESSO' 9o. 9%,.W !��/DCOLATION RATE 1 (minutes/inch) TEST RUN BETWEEN y FT AND FT COMMENTS kf e WAS GROUND WATER S ENCOUNTERED? L 0 P IF YES, AT WHAT -7 DEPTH? 8" d,jz P e, r tio\c Reading Date Gross Net Depth to Net Time Time Water Drop q Liq 10 PERFORMED BY: It CERTIFIED BY: 72-008 (6/79) DATE: ALASKA ENVIRONMENTAL CONTROL SERVICE", INC. 1200 West 33rd Aven6— Suite B ANCHORAGE, ALASKA 99503 (9071591-5040 JOB 61 L 6 AL- PIAIE WOODS _ SHEET NO Of CALCULATED BY 'j -rj< DATE_ - � Kalls MUNICIPALITY OF ANCHORAGE °': Ir, 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. 015-234-07 1. GENERAL INFORMATION Complete legal description ALPINE WOODS BLOCK 1, LOT 6 Expiration Date: 1N0'q a -7 l of ()� C) Location (site address) 6001 DOWNEY FINCH DRIVE, ANCHORAGE, AK 99516 Current property owner(s) WILLIAM & MARY JACOB Day phone Mailing address Real estate agent 6001 DOWNEY FINCH DRIVE, ANCHORAGE, AK 99516 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4. TYPE OF WATER SUPPLY: Private Well ❑ Water Storage ❑ Community Well Community Public Water System ❑ Waiver request for: Received by: 4 COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 65D Date of Payment 1—?— 14 [ Receipt Number i�� y is COSA # 0 01163 5 Day phone TYPE OF WASTEWATER DISPOSAL: Private Septic Holding Tank ❑ Community ❑ Public Sewer ❑ Date: Waiver Fee $ Date of Payment Receipt Number Waiver # Distance: 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 ANDERSON CONSTRUCTION & ENGINEERING Phone 345-3377 Address 4661 NATRONA DRIVE, ANCHORAGE, AK 99516 Engineer's Printed Name MICHAEL N. ANDERSON, PE Date 11/7/2019 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any estimate of how long a system will function satisfactory for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by FWCS and Anderson Construction & Engineering. 6. DSD SIGNATURE System #1 Approved for q bedrooms �OF��\ ,`S �� *.4TH9 I/0 I MICHAEL N. ANDERSON: 1 No. CE 9489`7/ 1 . p.1� /_7/19 .. +' System #2 Approved for bedrooms Disapproved Conditional approval for bedrooms, with the following stipulations: OF XI /I nAl elTe WATER AND By:Original Certificate Date: 1 1 I I 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 COSA Checklist DRAFT.docx DRAFT COSA Checklist Legal Description: ALPINE WOODS BLOCK 1, LOT 6 Parcel ID: 015-234-07 If more than 1 septic system on lot: COSA Checklist # of Structure served by this system A. WELL DATA – CLASS A (PWS ID 213598) 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 of Sample Comments __________________________________________________________________________________ B. TANK DATA – 10/28/2019 1500-GAL Age of tank(s) NEW years Tank type/material STEP / HDPE Measured operating fluid level in septic tank Standpipes/foundation cleanout per record drawing Date of pumping C. LIFT STATION Required maintenance completed Age of lift station NEW years Lift station material Comments: D. ABSORPTION FIELD DATA – TWO 52.5’L x 5’W x 2’ED – 0.8 GPD/SF = 750SF Which system tested (date installed) 8/1997 ALL standpipes present per record drawing Total measured depth from grade 5 ft (max) Measured depth to pipe invert from grade 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 Adequacy test date 6/7/2019 Results Pass For 4 bedrooms Fluid depth prior to test 0 / 0 in Water added 650 gal New depth 2 / 1 in Elapsed time <5 min Final fluid depth 0 / 0 in Absorption rate 600+ gpd Any rejuvenation treatment (past 12 months) N If yes, enter date Comments/Deficiencies COSA Checklist DRAFT.docx E. SEPARATION DISTANCES – NA CLASS A WELL 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 if No ft Neighboring Tank > 100’ Yes if No ft Absorption Field on Lot > 100’ Yes if No ft Neighboring Absorption Fields > 100’ Yes if No ft Community Sewer Main > 75’ Yes if No ft Community Sewer Manhole/Cleanout > 100’ Yes if No ft Private Sewer/Septic Line > 25’ Yes if No ft Holding Tank > 100’ Yes if No ft Animal Containment > 50’ Yes if No ft Manure/Animal Excreta Storage > 100’ 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 Property Line > 5’ Yes if No ft Absorption Field > 5’ Yes if No ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft Wells on Adjacent Lots: Private Wells > 100’ Yes if No ft Community Wells > 200’ 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’ Yes if No ft Property Line > 10’ Yes if No ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft If absorption field is under driveway comment below Wells on Adjacent Lots: Private Wells > 100’ Yes if No ft Community Wells > 200’ Yes if No ft F. ENGINEER’S COMMENTS 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. 11/12/19 G£ BU • Municipality of Anchorage On -Site Water and Wastewater Program (907)343-7904 5•,ETY CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcell.D. 015-234-07-000 1. GENERAL INFORMATION Expiration Date: "la '5 - Complete 5 - Complete legal description ALPINE WOODS BLK 1 LT 6 Location (site address) 6001 DOWNEY FINCH DRIVE Current Property owner(s) ROBERT & CHRISTINE WATKINS Day phone Mailing address Real Estate Agent 6001 DOWNEY FINCH DR., ANCHORAGE 99516 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Day phone 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ® Public Sewer ❑ WaiverNariance request for: Distance: Received by: '4"e711 �" COSA to be released to the engineer, unless COSA Fee $490.00 - 021 rar 4 Date of Payment '54 Receipt Number 16- 6%)_�3 cosA# 0,S r- /3 /30`1) Date: by the engineer. Waiver Fee $ Date of Payment Receipt Number Waiver # If more than 1 septic system is on the lot: COSA Checklist # of Structure served by this system _ Certificate of On -Site Systems Approval Checklist Legal Description Alpine Woods Blk 1 Lt 6 Parcel ID: 015-234-07 A. WELL DATA Well type Pub Date completed Total depth ft. If A, B, or C provide PWSID # Sanitary seal (Y/N) _ Cased to _ft. FROM WELL LOG Date of test NA Static water level ft. Well production g.p.m. WATER SAMPLE RESULTS: PUBLIC WATER Coliform colonies/100 mL Arsenic: _ ug/L Nitrate _mg/L Date of sample: B. SEPTIC/HOLDING TANK DATA Tank Type/Material SEPTIC / STEEL Tank size 1250 gal. Number of Compartments 2 Foundation cleanout (Y/N) Y Depression over tank (Y/N) N Date of pumping 6/10/2013 Pumper A+ C. ABSORPTION FIELD DATA Well Log (Y/N) Y Wires properly protected (Y/N) _ Casing height (above ground) in. AT INSPECTION NA ft. Collected by: Date installed 7122/1985 Cleanouts (Y/N) Y High water alarm (Y/N) Y Date installed 8197 Soil rating (g.p.d./f:2 or ftz/bdrm) 0.8 System type TRENCH Length 52.5 X 2 Trenches ft. Width 5.0 ft. Gravel below pipe 2.0 ft. Total depth 5_0 ft. (Measured 6/1o/i3) Eff. absorption area 750 ftz Monitoring tube Y Depression over field N Date of adequacy test 06110/2013 Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test 0_0 in. Water added 600 gal. New depth 1 in. Elapsed Time: 10 min. Final fluid depth 0 in. Absorption rate >= 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If yes, give date D. LIFT STATION Date installed 08/12/1997 Size in gallons 500 Manhole/Access (Y/N) Y "Pump on" level at 21 in. "Pump off' level at 23 in. High water alarm level at 14 in. Datum top of tank Cycles tested 3 Meets alarm & circuit requirements? Y E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot N/A On adjacent lots N/A Absorption field on lot N/A Public sewer main NIA Sewer /septic service line NIA Animal containment areas NIA SEPTIC/HOLDING TANK ON LOT TO: On adjacent lots NIA Public sewer manhole/cleanout NIA Holding tank NIA Manurelanimal excrete storage areas NIA Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main 10'+ Water service line 10'+ Surface water 1004 Wells on adjacent lots 100'+ ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main 10'+ Water Service line 101+ Surface water. 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain 50'+ (NONE KNOWN) Wells on adjacent lots 100'+ F. COMMENTS 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. Engineer's Printed Name KENNETH M. DUFFUS Date 07/29/2013 COSA brown sheet_10-10-12.doc OF ALS �t r4 C) TH* A KENNETH M. DUF / p 7116 Wi FES510N AW Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 015- 234- 0-4- 1. GENERAL INFORMATION COSA # I N i 0 �J Expiration Date: �2 —-%T=/a Complete legal description V1/6od5 Blk 1 L.V w Location (site address) _ (�QO� Dow ncv Fi n c� Drive. 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Current Property .owner(s) A «re� Mey Day phone Mailing address Lending agency Day phone Mailing address Real Estate Agent _ &3LI Lowe �� Day phone 2,44- 5g8 j Mailing Address Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: y 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual On-site [�( Individual Water Storage ❑ Individual Holding Tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with, valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. 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. Name of Firm in$ Address 203 V. I St`% AJC. , Ana►13CC%4AK 99 501 Engineer's Printed Name L ARS 5,214fz0 a�A 6. DSD SIGNATURE _4Z Approved for bedrooms. Disapproved. Phone 211-31/6 Date Zhi l z o l l OF e `�IN �C LARS E. SruRKLAND.°' / 11500 Conditional approval for bedrooms, with the following stipulations: Attachments: COSA Checklist X Septic System Advisory Well Flow Advisory Nitrate Advisory :' • AL1►QTCIA AAT= PROGRAM .: Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other By: JG�G✓� Original Certificate Date: (Rev. 11105) Municipality of Anchorage 0u, Development Services Department Building Safety Division On -Site Water & Wastewater Program A �.. 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: Alpine WOOS BIK I Loi (v Parcel ID: 015 - 23Y- 07. A. WELL DATA R,61<< Nz,0 Well type — If A, B, or C provide PWSID # 2t3518 Well Log (Y/N) Date completed — Total depth — ft. Date of test Sanitaryseal (Y/N) — Cased to ft. FROM WELL LOG Static water level ft. Well production _ 9.p -m. WATER SAMPLE RESULTS: Wires properly protected (Y/N) Casing height (above ground) '-- in. AT INSPECTION Coliform colonies/100 mL Nitrate mg/L Collected by: Arsenic: — ug/L date of sample: -` B. SEPTIC/HOLDING TANK DATA g.p.m. Tank Type/MaterialG�eeo�/ sfe,- Date installed Tank size 11SO gala Number of Compartments of Cleanouts (Y/N) Foundation cleanout (Y/N) y Depression over tank (Y/N) /V High water alarm (YM) N Date of pumping 1'Zy 2011 Pumper Isaac s PUM► 1 1 .Se�vi Le - C. ABSORPTION FIELD DATA Date installed Soil rating GiJftzor ft2/bdrm) 0System type s�a ��o w irenc Length -4): 5Z.5 ft. Width 5 ft. Gravel below pipe Z ft. Total depth 5511 ft. Eff. absorption area ' 5o ft2 Monitoring tube Y Depression over field // Date of adequacy test 11774911 Results (Pass/Fail) t.ss For 9 bedrooms Fluid depth in absorption field before test __�_ in. Water added 100 gal. New depth S in. Elapsed Time: 1440 min. Final fluid depth 4— in. Absorption rate >_ (oQ0 g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) /VVone Rnowr\ If yes, give date — D. LIFT STATION Date installed 4/12120 11 Size in gallons 500 "Pump on" level at 'L I in. "Pump off" level at M3 in. Datum MH 91AA Cycles tested 3 E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Manhole/Access (Y/N) Y High water alarm level at I L% in. Meets alarm & circuit requirements? Septic tank/lift station on lot On adjacent lots Absorption field on lot Public sewer main On adjacent lots Public sewer manhole/cleanout Sewer /septic service line Holding tank Animal containment areas –" Manure/animal excrete storage areas — SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5 I4- Property line 5 + Absorption field 5 14' Water main 10 `•I- Water service line lot+• Surface water I C0 t+ Wells on adjacent lots Zoo `-I- SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 101+- Building foundation l +' Water main Water Service line 10` 4- Surface water ton'+- Driveway, parking/vehicle storage 1014 - Curtain Di}Curtain drain 501 + OJ -0) Wells on adjacent lots -ZOO 1- F. COMMENTS 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. Engineer's Printed Name Lgas S %4r 6t aVNA Date q Zo l 1 COSA Fee $ Date of Payment Receipt Number 0751 _;5o , (Rev. 4/10) Waiver Fee $ Date of Payment Receipt Number �tOFA(,gs11 000 •j'9TH i 00— . �e • KLAND.'Zlaw PARCEL 5 LOT 5 — ,� ,,, A�P' SNE 5Q° • 09tK T o/ low D 460600. OF At 'ep see ae DATE e �9®® �. ee r ss° see ease • e oaa .a ase •eooe .e® ♦ 9� * R. L. Button Lot Block _. t t 'F • LS -1192 .•' oe'`a .s IINrep Y Y clocI bc.11v/s/V/ / /63^2/0 9�Q ipe•ae. OFESSIONNO� eoeea AI► Anchorage Recording District, Alaska Easements of record other than those shown on 02-09-11 the plat of record are not shown hereon unless otherwise noted. LOT SURVEY CERTIFICATION LEGEND I hereby certity that I have surveyed the property shown and described 0, Brass or Aluminum capped monument recovered hereon, and that the improvements situated thereon are within the prop- O Iron pipe and/or rebor recovered, erty lines and do not overlap or encroach on adjacent property and that O 2 x 2 hub & tack recovered no improvements on adjacent property overlap or encroach on the premises • 5/8° x 30° rebar set this survey in Question and that there are no roadways, utility lines, or other vielble easements on said property except as indicated hereon. Date Prepared by: R. L. BUTTON R Registered Land Surveyor Scale / /i o (907)279-6200 5/9 W. EyghthAve. Anchorage Ayaslra99501 IRef.273 Q I F. B. No. �,�J - �� I Property of: lgllChol-cl 114Q,l„ MUNICIPALITY OF ANCHORAGE • DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services OF ANCHv�Gt On -Site Services Section MUNI SEP\j10ES DIVISION IRONM P.O. Box 196650 Anchorage, Alaska 995119-45%V50 343-4744 AUG 2 5 1997 CERTIFICATE FOR SINGLE EL APPROVALTH AUTHORITY FAMILY WELLING Parcel I.D. # 015-1114n,07 \ HAA # AQS_) L N L+ 1. GENERAL INFORMATION Complete legal description ALPINE \X/ o D5 Location (site address or directions) 6 DO I Do\it/NFy FINCH Die IVL Property owner 1` AZ 1 N , 21C+4AZ D Day phone Mailing address Lending agency Mailing address Agent Address Unless otherwise requested, HAA will b\e, held for pickup. 2. NUMBER OF BEDROOMS: � " 3. TYPE OF WATER SUPPLY: Individual well Community well I!5 2$ Public water Day phone Day phone NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site k1 Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025(Rev.1/91) Front MOA#21 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 of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm l o 66" �g p v r kla.a L— Phone Address Engineer's signature 6. DHHS SIGNATURE t# Zo 3 Approved for bedrooms. Disapproved. Date Conditional approval for bedrooms, with the following stipulations: Additional Comments The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in orderto satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-M(Rev.1/91) Back MOAN21 MUNICIPALITY OF ANCHO Municipality of Anchorage ENVIRONMENTAL sERVICEs DEPARTMENT OF HEALTH & HUMAN SERVICES 0* Environmental Services Division AUG 2 5 1997 825 L Street, Room 502 • Anchorage, Alaska 99501 • (907) 343--474c4 Health Authority Approval Checklist C L E D Legal Description: ALP)NE VlooDS Parcel I.D:: '015-' 234—O-7 A. WELL DATA Well type 1 �� t If A, B, or C, attach ADEC letter. ADEC water system number A 35!1 b Log present (Y/N) Total depth Sanitary seal (Y/N) Date of test Date completed Cased to FROM WELL LOG Static water level Well production g.p.m. WATER SAMPLE RESULTS: Coliform Date of sample: B. SEPTIC/HOLDING TANK DATA Casing height (above ground) Wires properly protected (Y/N) AT INSPECTION Nitrate Other bacteria Collected by: Date installed 7-2-2---4r Tank size 4150 Number of Compartments 2 Cleanouts (Y/N) Foundation cleanout (Y/N) Depression (Y/N) N High water alarm (Y/N) _ Date of Pumping Y27/9- Pumper �� 4X q C- C. C. ABSORPTION FIELD DATA / Date installed 8//2./97 Soil rating (g.p.d./ft2 or ft2/bdrm) System type Length Width Gravel thickness below pipe Total depth 3 l _ Z Effective absorption area 90 Monitoring Tube present (Y/N)—y Depression over field (Y/N) Date of adequacy test N/,4 Results (Pass/Fail) 7 For _bedrooms Fluid depth in absorption field before test (in.); N1A- Immediately after2 gal. water added (in.): Fluid depth ✓ (ins) Minutes later: Absorption rate = � g.p.d. Peroxide treatment (past 12 months) (Y/N) If yes, give datey 72-026 (Rev. 3/96)* D. LIFT STATION Date installed g//L(9 Size in gallons Manhole/Access (Y/N) "Pump on" level at* "Pump off" level at* �3 N�- High water alarm level at* y *Datum I Cycles tested N E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: N/A Septic/holding tank on lot On adjacent lots Absorption field on lot Public sewer main Sewer /septic service line On adjacent lots Public sewer manhole/cleanout Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: 51 40, Foundation Aa Property line > 60 Absorption field Ito � � II Water main/service line _Surface water/drainage Wells on adjacent lots N/fes SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO: Property line >/0 Building foundation 160 f Water main/service line >.g5 Surface water 1 /H,e:> ' Driveway, parking/vehicle storage area ? ,2S Curtain drain 1`110 Wells on adjacent lots NA. HAA Fee $ c=' f Waiver Fee $ — Date of Payment ! Date of Payment Receipt Number Receipt Number 72-026 (Rev. 3/96)* MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date co l�� ��y1to 1. GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) B I/ 9 A 1- P//VE W600S 12- 14 3 W 25C, 2 Location (address or directions) (b) .Applicant Name F-5 ' .B URA Telephone: Home J x-56VI Business3yq-0550/ ® ;.Applicant Address a qOO 14159r2CL-G 9A ANCW &k T7,507 (c) Applicant is (check one): Lending Institution ❑ ; Owner/builder C?'; Buyer ❑ ; Other ❑ (explain); (d) Lending Institution fG�n�►nn1jG- Telephone a Address 1 a (e) Real Estate Company and Agent APS $y/2AJ, - Address Telephone (f) Mail the HAA to the following add re s:, / (L 2. TYPE OF RESIDENCE Single -Family Multi -Family ❑ Other Number of Bedrooms 3. WATER SUPPLY Individual Well ❑ Community �(APublic ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL OnsiteXl Public ❑ -Community ❑ Holding Tank ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 72-025(11/94) B 1 L 6 /9 G 1',ING- woo,05 5. ENGINEERING FIRM PROVID...0 INSPECTIONS, TESTS, FILE SEARCH, L„ rA AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm LE -7C S t MCTTelephone Address 200 I ll 33 -L"j' At)C S 7-6 6 A&C Date �(J a ! �3 NO A4 0-4 �..... ..... � . ...:.. rix, i : t k it tfoAR. : AP I�` ,/ # ••.• -2251 0 i 1 ��professlon �;c� 6. DHEP APPROVAL Approved for - bedrooms by Date Approved Disapproved Conditional Terms of Conditional Approval CAUTION The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 72-025 (11/84) MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & MUNICIPALITY OF ANCHORAGE (MOA) ENVIRONMENTAL PROTECTION HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 J U N A 9 1 264-4720 Legal Description: 61 LC ALL D 3 I nt cu '5 X2.3 A. WELL DATA Well Classification COMMO/y/7,7" If A, B, C, D.E.C. Approved (Y/N) Well Log Present (Y/N) Date Completed Total Depth Cased to Static Water Level Casing Height Above Ground — Electrical Wiring in Conduit (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot To Nearest Edge of Absorption To Nearest Public Sewer Line Cleanout/Manhole Water Sample Collected by �. Water Sample Test Comments M _ Depth of Grouting Yield Pump Set At Sanitary Seal on Casin ) Depression Aroun ellhead (Y/N) On Adjoining Lots On Adjoining Lots _ To Nearest Public Sewer To Nearest Sewer Service Line on Lot Date B. SEPTIC/HOLDING TANK DATA Date Installed Z Size I ZS v No. of Compartments 2, Standpipes 6( N) Air -tight Caps &N) Foundation Cleanout((' N) Depression over Tank (Y4 Date Last Pumped Ak' N/A Pumping/Maintenance Contract on File (Y/N)&- ; for NM Holding Tank High -Water Alarm (Y/N) Temporary Holding Tank Permit (Y/N) IV FZA Separation Distances from Septic/Holding Tank: To Water -Supply Well 00 To Building Foundation 20 i To Property Line — 5(),+ To Disposal Field 15 - To To Water Main/Service Line 7 i� f To Stream, Pond, Lake, or Major Drainage Course i 00 fi Comments 4z-�5EE 'C'eK E ©F' occ u,�A/1lC Y Page 1 of 2 72-026(11/84) b 1 L 6 #6 PIn(6 W,000,5 C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata ' to Type of System Design BE 13 Date Installed 7-22— qS le Length of Field �5 Width of Field 2- d 40 Depth of Field 2,5 - ,S; - / Gravel Bed Thickness 5 Square Feet of Absorption Area �� A V Standpipes Present QN) Depression over Field (Y(Ij Results of Last Adequacy Test X Date of Last Adequacy Test X IV/ A Separation Distance from Absorption Field: To Water -Supply Well 200 To Property Line i To Building Foundation To Existing or Abandoned System on Lot N �i ; On Adjoining Lots ,�o / To Water Main/Service Line in To Cutbank (if present) 1. Z& To Stream/Pond/Lake/or Major Drainage Course iDO /_�- To Driveway, Parking Area, or Vehicle Storage Area �S Comments ✓ sL(= CER /, OF Occup mr-V D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Comments Dimensions Manhole/Access (Y/N) "Pump Off" `* Check Permitted Bedroom Rating Against HAA Request'* Vent (Y/N) Pumping Cycles during Adequacy Test. Meets MOA I certify that I ha echecke5dv ified, r conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signed /� DateZ�b 6 , Company MOA No. b�S-02 C �,++ ��``1kit A Receipt No. -39 UR I � Date of Payment ( — / q " R Amount: $ (080 -s - 4 08O -s"' 4 %Mclime yrs "l c E raw of A-, r ,4 Z cER r OF oca/Aw"y Page 2 of 2 $t_3 S1 r,1!F- 101-4AI 72-026 (11/84) 'Velt 1460 **04 . .p y . REID, JR, i CE 2251 : � ,i ��`sessioCfd��® 4TF ACHImewr ft� BILL SHEFFIELD, GOVERNOR DEPT. OF ENVIRONMENTAL CONSERVATION Telephone: (907) Address: ANCHORAGE/WESTERN DISTRICT OFFICE 437 "E" STREET, SUITE 303 ANCHORAGE, ALASKA 99501 DATE: June 9, 1986 PWS I.D.# 213598 To Whom it May Concern: 274-2533 According to records on file in this office the ALPINE WOODS Water Regulations Water System is in compliance with the State Drinking Sincerely, Steven W ng, PE District Engineer (LL - W U CD Y Q. « O O K O LL U 3 b C O g' - W Q C) g z o w 05T?m.. a x C? 3E mm fr O W Q r W a� 133 3 Q�- za~r��Nm ti C m jjj U ,rwz V 10. z t7 V p to C C> W J I. b U w 0 ►~-' O -WL C LD rci 1 z 'a k z O CL ,o v a.• .-rte a,C m M C .� 3 CA � • CU CL r. X C•1 U iii r -f c� �,� 4 _ rr " c n p w z z w. LnL-j O O ^• ,� z zz co mm UOU- !L LL '40 m00r rr, Y U m �+ d'r2dkdh � rn OOG 1 1 0 J i=LiL'- t 2 T O - LL i1 LL C'J r i- �: � 1 I 1 . A ..0 . F-^ z i'�l W i! Q '_ LLu2a: P¢ C V rr N Ir. Cc3Uz z ¢ W OLd 00`Fon" E d G .. .. .. CL wzt-...I F- -J Nzz •- O N i= W,YiL y2 SONO wwwYS2 ? 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