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HomeMy WebLinkAboutVILLAGE PARK TR 2Alk ParH,I- Tr 2 #052mmOl I mm I I Never bul*lt as of On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP121362 Tax Code Number: 05201111000 Work Type: Septic Upgrade Permit Effective Dates: October 19, 2012 to October 19, 2013 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: VILLAGE PARK Site Legal Address: VILLAGE PARK TR 2 G:2065 Owner/Address: CRANE PERRY D 26428 EKLUTNA VILLAGE RD CHUGIAK AK 995675149 Site Mailing Address: 26428 EKLUTNA VILLAGE RD, Chugiak Lot Size in Sq Ft: 190230 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage All construction must 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 must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: 71./.4.962 �vr ete- Issued By /j 11 Date: /#90 Date: MUNICIPALITY OF ANCHORAGE Community Development Department Development Services On -Site Water & Wastewater Program Mayor Dan Sullivan Parcel I.D. Property owner(s) PERRY & KIRSTEN CRANE Day phone 688-0108 Mailing address 26428 EKLUTNA VILLAGE ROAD *CHUGIAK, AK 99567 Site address 26428 EKLUTNA VILLAGE ROAD *CHUGIAK, AK 99567 Legal description (Sub'd, Block & Lot) VILLAGE PARK S/D; TRACT 2 Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 3 On -Site Sewer/Well Permit Application For A Single Family Dwelling 65g -O Phone: 907-343-7904 Fax: 907- 343-7997 APPLICATION IS FOR: (Re that apply) Absorption Field Septic Tank Holding Tank Privy Private Well Water Storage APPLICATION IS AN: Initial ❑ Upgrade Renewal ❑ THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: N/A TYPE OF DEWELLING: Single Family (SF) (w/wo ADU) Duplex (D) ❑ Multiple Dwellings ❑ (SF and/or D) Distance' — I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: St 530 "' Date of Payment: 101/0// a Receipt Number: 0350/67__ Permit No. OSP/ 2 `%a Waiver Fees: Date of Payment: Receipt Number: Waiver No. (Rev. 01/11) GAR ESS ENGINEERING GROUP, Ltd. October 4, 2012 CONSULTANTS 8 GENERAL CONTRACTORS Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Rd. P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 Ref: Proposed Septic Upgrade for Village Park; Tract 2 To whom it may concern: The existing 3 bedroom house is served by a private well and septic system. The existing drainfield is in a state of failure (collapsed) and needs to be upgraded. We are proposing to use the existing septic tank and a new bed type drainfield be installed. One test hole was excavated on the property. The drainfield will be designed around the 30 foot radius of this test hole. Comments regarding the design are summarized as follows: 1. SOILS• See the attached log which shows the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: As can be seen on the attached design drawing the topography around the drainfield is relatively flat. In short, there are no slope concerns. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any u uestions, please contact us at 337-6179. Thank you for your assistance. .E., M.S. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com TRACT 3; VILLAGE PARK S/D TRACT 2A; VILLAGE PARK S/D EXISTING SEPTIC SYSTE EXISTING 3 BDRM HOUS ANCSA SECTION 14C1 TRACTS, LOT 3; GARNESS ENGINEERING GROUP, Ltd. .' ..,a;a.=•-��.-««. CONSULTANTS & GENERAL CONTRACTOR.&..-..-.w�««n-+mom..:.-... 701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907)337-6179 • FAX (907)338-3240 WEBSITE: wxwgomemenginndng.99m PREPARED FOR: PHONE NUMBER: PAGE NUMBER: PERRY & KIRSTEN CRANE 907-688-0108 1 OF 2 LEGAL DESCRIPTION: VILLAGE PARK S/D; TRACT 2 TYPE OF WORK: SITE PLAN FOR SEPTIC SYSTEM UPGRADE DRAWN 8Y: J.L.M. DATE: 9/19/2012 DESIGN CRITERIA: NUMBER OF BEDROOMS: 3 GALLONS PER DAY (GPD): 450 PERCOLATION RATE/S: <1 MIN/INCH PROPOSED APPLICATION RATE: 0.7 MINIMUM DRAINFIELD SQ.FT.: 643 DRAINFIELD DESIGN: MAXIMUM DEPTH: 9 FEET WIDTH: 15 FEET LENGTH: 45 FEET M.O.A. APPROVED SAND FILTER: 2 FEET EFFECTIVE: 0.5 FEET ACTUAL SQ.FT.: 675 GEG, Ltd. HAS A 7 PAGE SPECIFICATION LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETER CONTACT GEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND CONDITIONS OUTLINED. NOTE: THE CONTRACTOR SHALL HAVE ALL WELL RADII FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. EXISTING DRAINFIELD IS COLLAPSED. ABANDON PER UPC. EXISTING 1000 GALLON SEPTIC TANK SCALE: 1"= 40' 6 MT1j. MT30CO JMT4 CO CO3 MT2 / 6512 I\ 69 \ \ PROPOSED BED \ 69 6c EXISTING SEWER LINE GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR ROW, SURE 101 • ANCHORAGE. Al( 99507 • PHONE (907)337-6179 • FAX (907)338-3248 • MEBSRE: www.gammeenginee'Ing PREPARED FOR: PERRY & KIRSTEN CRANE PHONE NUMBER: 688-0108 LEGAL DESCRIPTION: VILLAGE PARK S/D; TRACT 2 ' TYPE OF WORK: SEPTIC SYSTEM DESIGN UPGRADE (Rev. 01105) PAGE NUMBER: 2 OF 2 DATE: 10/3/12 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS. 3701 E. TUDOR ROAD, SURE 101 * ANCHORAGE, M. 99507 • PHONE (907)337-6179 • FAX: 90n338-3246 • WEBSITE: gamaaengineenng.com LEGAL DESCRIPTION: SOIL LOG - PERCOLATION TEST VILLAGE PARK S/D; TRACT 2 PERFORMED FOR: PERRY & KIRSTEN CRANE DATE: 9/28/12 DEPTH (feet) 555 1 2 3 ;s, 4 — 5 —; 6 7 8 10 — 11 — 12—, 13- 14 — 15- 5- 16- 16- 17 17 — 18- 19 — 20 ORGANICS GP W/ LARGE COBBLES TEST HOLE #1 SOIL CLASSIFICATIONS GW GP GM GC SW SP SM SC ORG ML CL OL MH CH OH DEPTH TO GROUNDWATER DATE DRY 9/28/12 DRY 10/8/12 10/2/12 SEE ATTACHED SITE PLAN SCALE: 1', = 100 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 10/2/12 ABSORBED 5 GALLONS IN 3.5 MINUTES PERCOLATION RATE <1 (MIN. INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.5 FT. AND 5.5 FT. A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS' PERCOLATION RESULTS ARE WITHIN 1/16TH OF AN INCH PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WASERF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 6p1gf2 Tom Fink, Mayor Municipality of Anchorage Aii� Department of Health and Human Services 1.,CAT, 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 June .27, 1994 Michael A & AHna R Curtis 26440 Eklutna Village Road Chugiak, Alaska 99567 5149 Subject: Lot 2 Village Park Subdivision Permit #SW930187, PID #052-011-11 The subject permit, issued June 25, 1993 by this office for a single family well and/or on-site wastewater system, has expired as of June 25, 1994. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as -built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. Sir39erely, Jadies Cross Acting Program Manager On-site Services cc: Eagle River Engineering 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:SW930187 DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES OWNER NAME:FULLENWIDER JOHN H & ALICE D OWNER ADDRESS:H C 83 BOX 1698 EAGLE RIVER, AK 99577 PARCEL ID:05201111 LEGAL DESCRIPTION: VILLAGE PARK TR 2 LOT SIZE: 190230 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: DATE ISSUED: 6/25/93 EXPIRATION DATE: 6/25/94 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 343-4329 OR 343-4681 AFTER BUSINESS HOURS 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: A 2 FT. SAND FILTER BED MUST BE USED. THE BED DIMENSIONS MUST BE 15 FT.X 45 FT. RECEIVED BY: / ' a ISSUED BY: eitLxt DATE: DATE: Engle RIlwQ e E lrrm wlug ewwll©e Louis Butera, P.E. Registered Civil Engineer June 21, 1993 John Smith, P.E. Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Village Park Tract 2 Narrative Dear Mr. Smith: The proposed septic upgrade will have very limited impact on adjacent properties for the following reasons: 1. The area has large lots allowing sufficient room for septic sites. 2. Immediate neighboring septic systems are all +30' distance. 3. Reserve space is adequate, due to absorption capacity. 4. Drainage will not be effected and is not a major consideration in our design. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. l \1993\93-0315.NAR P.O. Box 773294 • Eagle River, Alaska 99577 • Telephone (907) 694-5195 • Fax (907) 694-3297 SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: TRACT 2, VILLAGE PARK A. GENERAL 1. The well and septic plan are for a single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Health and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi -family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. B. SEPTIC TANK Tank is to be located as shown on plan with gravity feet at 1/4"/foot slope. Tank to be level within 0.08 foot. C. BED 1. The bed is to follow the natural land contour to maintain uniform total depth of the bed bottom. 2. The bottom of the bed shall be level, plus or minus 1.5". Leachfield piping to be level within 0.03' overall. 3. The total depth of the bed excavation is not to exceed 9' at any point. 4. A 2' sand filter layer is to be placed under bed gravel by over excavating to 11' and placing uncompacted ADEC approved filter sand. 5. The bed gravel is to be covered with typar fabric material. 6. Soil or combination of soil and extruded board insulation to a depth of 4' or equivalent is to be placed over the leachfield. 7. The area over the bed is to be finish graded to prevent ponding of surface water runoff. 8. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH = 9' GRAVEL DEPTH = 1' BED LENGTH = 42' BED WIDTH = 15' SOIL RATING = 0.7 GPD/ft2 (filter) BEDROOM CAPACITY = 3 SEPTIC TANK SIZE = 1,000 gallon NOTE: Work is to include re-routing plumbing in house floor slab to exit home as indicated in site plan. Abandon old septic crib by pumping, excavating old material to clean gravel and burying at +100' distance from well. Twenty-four (24) hours notice required for all inspections. \1993\93-035k81'C ' - �! t/ 7 (plan I 60 Gin 6 L�S (7 I5 x Vim NO SEPTIC SYSTEMS DETAIL VIEW OF SEPTIC AREA SCALE: P= 50' sa 6 NO SURFACE WATER +100' NO KNOWN CURTAIN DRAINS SEPTIC SITE PLAN El • 0 LEGAL: VILLAGE PARK TRACT 2 OWNER: JOHN FULLENWIDER CONTRACTOR: N/A JOB # 93-0351 DATE: 06/22/931 SCALE 1" =100' AEAGLE RIVER ENGINEERING SERVICES P.O. 773 EAGLEE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 — TEST HOLE — MONITOR TUBE — SEWER CLEANOUT — WELL PROPOSED LEACHFIELD EASEMENT P weir ‘F6;°ROFESSIO�'P` EAGLE RIVER ENGINEERING SERVICES P. 0. Box 773294 EAGLE RIVER, ALASKA 99577 Phone 694-5195 JOB Village Park, Tract 2 93-035 SHEET NO OF CALCULATED BY L.B. DATE 06/22/93 CHECKED BY SCALE DATE 3 Bedroom Single Family Dwelling 3 BR = 450 gpd Soil bed rate: (filter) = 0.7 gpd/ft2 Required absorption area:, 450 ± 0.7 643 square feet Bed size:° Width Length • Depth =• 15' 43' 9' 4 P0C1001041 (h slit. Giem. Mass. 01471. Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST (ENGINEERS SEAL) PERFORMED FOR: `h /�eir""`{e " DATE PERFORMED: LEGAL DESCRIPTION: \/ ILLAFG6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DEPTH (FEET) TDP SotL- w poh<?c 7ract 2 /ose Sre-co cRAv6C ul,5rit 6.'6y / nrcp 0 e 0 0• 0 a0 0 0 0 o o Township, Range, Section: SLOPE u WAS GROUND WATER ENCOUNTERED? %v 6Y2-11 J4'4 IF YES, AT WHAT DEPTH? Grr], /oorc/ cFa-'r COMMENTS Depth to Water Alter Monitoring? Date - S L 0 P E 6/r /9 3 SITE PLAN NS c 106 Reading Date Gross Time Net Time D pth o Water Net Drop / 6/4'93 2: ys- 3 .,,.,._.. 7' 6 ,. -2 1, e2:,-/0 3 ..,,,.. 7 ' 3 e, ,2: v6 7' 6., PERCOLATION RATE 0 S (minutes/inch) PERC HOLE DIAMETER K. TEST RUN BETWEEN 7 FT AND 2' FT S .-641 /-;/7•-U' /,-.s-.s etV D 7 fro/Fr 1 PERFORMED BY: CERTIFY THAT THIS TEST WAS PERFORMED IN eV -2V;3 ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE - 72 -008 (Rev. 4/85) Municipality of Anchorage Page /ot 2 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: S'V SSdz94 PID Number g5-0.0 //// Name:JO `4" • tuL .tW D&-A Wastewater System: ❑ New ❑ Upgrade Address: q4S0� Zc,gt' �(cLuy-„/fl. ✓iLt-n-' e to ABSORPTION FIELD Phone: No. a/2 rooms: -J 0 Deep Trench 0 Shallow Trench 0 Bed d Mound 0 Other LEGAL DESCRIPTION Soil Rating: GPD/Sq. F To. Depth from original grade: Su ision: Lot �C� Z Block: ✓/LL#4 F% gK- Depth to pipe bottom from original gr -: FI. Gravel depth beneath pipe Ft. Township: Range: Section: Fill added above original rade: Ft. Gravel length: Ft. WELL: ❑ New ❑ Upgrade Gravel width: FL Number of lines: Distance between lines: Ft. Classi' /tion (Private, A,B,C): `/ _ r f VA-re c. (6)0`3-%- Total Depth: Ft. Cased To: FL Total ab •rption area: r SQ. F1. Pipe material: Driller: Date Drilled: Static Water Level: Ft. Installer: -rwc6z, eXa• Date installed1/ H 3 Yield: GPM Pump Set at: Ft. Casing H ight Above Ground: Ft. TANK SEPARATION DISTANCES $septic ❑ Holding ❑ S.T.E.P. To From Septic Tank Absorption Field Lift Station Holding Tank Public/Private Sewer Lines Mann�ufacturreerj�/J� �/ . // ^r G••etesgE • r/r'^'/ Capacit/}' in gallons: /� well IOI6 1 Cl -- 9� t v� k Material: 57--e-z_ Number of Compartments: '7i Watere ien) IA– ta°a' ` — — LIFT STATION Lot Line lo!/ ``JJ l� �' Size in gallons: Manufacturer: Foundation / lb! S /0r- / / , "Pump on” level at: ' ump off' level at: High water alarm at: Curtain Drain _.-,Ortel t h--riow Pump Make odel Electrical Inspections performed by: M Remarks: BENCH MARK aic ‘76-c epen -bterA.a gc is Location and Description: -7-bp o 0' kl6.-1-4- C4-S"'4 Ce - w - -Cnef. 0-04-t> txi-P-s IJ I � l.l_.6� i 1 Ial 40 Assumed Elevation: /OD d Ft ENGINEER'S SEAL ab..r� o'O%vg,A,.. are or Alt, ®A\ .. oo,( V�,a or AP a'� 0a ® ' so. , . . ,,.,.,," ,oc,,,a• s wt r *bee A. Shgfu' ^t/ e No. 1437-e TFoao ,.., ti e0,0•...... `i�o,,,,j.1CM S & S ENGINEERING Inspections by:. 17034 Eagle River Loop Road, Nv• j 1st S`23f R3 performed Eagle River, Alaska 99577 2nd e I z /ij, Department of Healt d Hu r • ervices approval Reviewed and approved by. f..:.. Date• `7 l ? ` 72-013 (Rev. 9/91) MOA 25 11-° ' Permit No SW930294 Page 2 of 2 Municipality of Anchorage 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 Legal Description: VILLAGE PARK SUBDIVISION, TRACT 2 PID No.: 0521111 01 CO2 97.8' 88 ' NEW 1000GAL SEPTIC TANK 88.5' FINAL GRADE EXIST. SEEPAGE PIT & CRIB NEW 1000 GAL SEPTIC TANK SCALE I" = 40' OS aec •' 1i .i 0.00.;400001 IrarttlA.. Shefo o Na. 1457-E 6,96e.e6 „6e' 4gD'1D)F sVo • 72-013 A (Rev. 9/911 MOA 25 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:SW930294 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:FULLENWIDER JOHN H & ALICE D OWNER ADDRESS:26440 EKLUTNA VILLAGE RD. EKLUTNA, AK 99567 PARCEL ID:05201111 LEGAL DESCRIPTION:{VTLLAGE PARK -TR LOT SIZE: 190230 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: DATE ISSUED: 8/12/93 EXPIRATION DATE: 8/12/94 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 343-4329 OR 343-4681 AFTER BUSINESS HOURS 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: ISSUED BY: 90-J4 frY / a C DATE: DATE: HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER &WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ROBERT SHAFER, P.E. ROGER SHAFER, P.E. August 7, 1993 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L Street P.O. Box 196650 Anchorage, Alaska 99519-6650 REFERENCE: Village Park Subdivision, Tract 2 CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 Request you issue a permit to replace the septic tank serving the three bedroom house on the referenced property. An adequacy test was performed on July 29, 1993, and the absorption capacity of the existing system was found to be adequate for a three bedroom house. The proposed 1000 gallon septic tank is to be placed outside the well protective radius. Attached is a site plan which depicts the location of the proposed tank. The separation distance between the well and existing seepage pit is approximately 95 feet. The seepage pit was constructed in 1966 when the required separation distance was 50 feet, therefore a waiver is not required. If you require additional information for your review or have any questions, please contact us. ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN rt A. hafer, P.E. S/LSU/lsu 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 = 40' UPGRADE SCALE Drnw zx� O > C z wzn ° Coote Ezm —I —I C</1D N < cn m {rmm Z j I— N DD" ThO Or `Z ZO cCmD ZD:0 Z mm�� comrn N 0 Z m0..DC7 - C O O-oOz<*1 ND .' A--I-G x r - DDZ O 0 Li O z Z zo O-' in a3HS•1n •S D 0 p a• Co H 0 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Village Park Subdivision, Tract 2 GENERAL: 1. The scope of this project includes the intallation of a 1000 gallon septic tank outside the 100' well protective radius to serve the three bedroom residence located on the referenced property. The existing 400 gallon septic tank is to be excavated, pumped, crushed, and abandoned in place. 2. Construction shall be in accordance with the approved site plan and design drawings; Municipal permit with any special provisions or conditions; and all applicable State and Municipal Wastewater Disposal Regulations. 3. The contractor shall be responsible for obtaining any necessary underground utility locates. 4. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. On all leachfield mound systems, the property owner shall be responsible for ensuring a satisfactory vegetation growth over the mounded area. 5. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. SEPTIC TANK INSTALLATION: 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. Page Two Village Park Subdivision, Tract 2 August 7, 1993 4. Septic tanks installed with less than 4 ft. of cover shall be insulated. 5. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. 6. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. MINIMUM MATERIAL SPECIFICATIONS: 1. Any septic tank proposed for installation must be constructed by a Municipally approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pipe Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). Page Three Village Park Subdivision, Tract 2 August 7, 1993 5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. 6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. 7. When sand is being used as a filter material, it's gradation specifications must conform to AMC 15.65.060D. INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: 1. The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. 2. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. 3. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre - construction meeting will take place on-site. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I D # kThA -no-11 HAA # W Qo 'Ol-)69)-1 1. GENERAL INFORMATION Complete legal description Tnaci 2; Vd22age Rank Location (site address or directions) 26440 Ek1utna VLUage Riad Property owner John Fu ienwLdeh Day phone Mailing address 26440 Ek&utna V.i.22age Rthad Chug.Lak, AK 99567 Lending agency Day phone Mailing address Agent Day phone Address Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: Individual well Community well Public water XXX 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 XXX 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 N21 22-A Z0 VOW gees (16/1. ABU) SZO-U 'wwoM S,J0eu!6ue !euo!ssalold agl u! suo!ss!wo )0 840)101o; a!q!suodsa4 lou s! a6ewogouy 10 A1!!ed!o!unv4 eq •panss! s! also!;!pa0 a amp] elep ez (!sue 4o suop0adsu! lonpuoo lou op SHHO;o sesAo!dw3 •sluewa4!nbei alels pue impel upped /;s!1es o;4ap)0 u! suo!1nrpsu! 6u!pueI4!aq; pue sawoq;os)asegolnd04(sapnooaseS!glseopSHHOegl•eNse!y10owls o wu!paWals!6a4Jeau!6ueieuo!s8e1Wd 4uepuedepu! 1.12 !q snow 9 14de46eied u! uen!6 suo!leluasalda) au; uodn A!uo paseq saleo!;pJa0 !enoJddy Aluoglny 111!eaH senss! (SHHO) sa0!M0S uewnH pue 114120H Jo 4uawpeda0 a6eiogouy;o A4!led!o!unIN 0141 N011fltl0 0g area sruewwoo !euo!4!PPy :suo!re!nd!rs 6u!Mol!o; 0141 144!M 'swooipaq •swooipaq 401 !eno4dde !euop!puoo •penoJddes!0 10; penolddy a+/ Ato , ry a t�P,M� Gte -� •� area 262 2 6 euogd .Ag 311f11VNOIS SHHO •9 aln4eu6!s s,4aau!6u3 'JeelaGI•e'd ssa4PPy e bei KOLL NI2133NION38'9S w)!d;oaWBN •uopoedsu! 9!144;o )rep ruo page u! suo!le!nbei pue'seoueu!p)o 'sepoo areas pue !ed!o!unlnl 11e 11r!M eoue!!dwoo u! s! wars (s !2sods!p 4a4eMa4seM 4o/pue Aiddns 1042M 04!9-uo 0144 'uopoadsu! Pus uop26psenu! 4(w wo4; pue sell; ebuiogouy 10 (4!!2d!o!unlnl eta woo; peu!e4go uopewJo;u! 0114 uo paseq 421444(;uan.a(44n;1 •u!aJaq peleo!pu! aJnron.4s;o ed (r pue swoo4peq;o 4agwnu all 4o; elenbepu pue !2uopoun;'04es s! welsAs !2sods!p 4a42Ma4seM 4o/pu2 Aiddns )012M 04!9-u0 0111 12144 smogs uope0!!dde !enowddy AipoqinV 111120H 8!144;o uo!r26psenu! Aw 12144 A;lion 1 'Mo!aq uMogs amp uop2p!!2n 0141;o se pue 0404011 pax!;;e leas Aw Aq pe!;!44ao sy 1133NIJN3 AS N01103dSNI JO 1N3W31d1S •9 Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: V I Lr-P<AE fit/ -C r PC -c 2 A. Well Data Well type tt `\fit Log present ( /N) Total depth _ Parcel I.D. 067c 1I1,/ If A, B, or C, attach ADEC letter. ADEC water system number Date completed /76 6 Driller a`.< Cased to 40(4 - Ca ing height /2 f Sanitary seN) Wires properly protected (Y N) AT INSPECTION eaJ.//G Ex rf.i.DC4 47 THIS y -/AF . Date of test 7/2 %`9--. o z Static water level 3Z / Cr.)71 m v F, �Z' 11.- V - Well Well flow g.p.m. �f g.p.m. Thi V CO m OO Pump levell -� < z n n it .,.'t W w SAO it '7 v �t (CD's .-- FA Septic/holding tank an lot �� ; On adjacent lots \ z Absorption field on lot q = (Iq6 -) ; On adjacent lots Public sewer main Po JPublic sewer manhole/cleanout o IC t � Petroleum tank f- 17— FROM WELL LOG SEPARATION DISTANCES FROM WELL TO: Sewer service line'( - WATER SAMPLE RESULTS: Coliform 0 Nitrate 2. Z R 445/.1 Other bacteria Date of sample: 7/2°/0�-- Collected by: 5 41S B. SEPTICHROL=®ING TANK DATA 9//23/q Tank size /63 4' - Compartments Z Cleanouts /N) y< Foundation cleanout �%Y N) Depression (Y( ?11 j vN Alarm tested (Yo �/ Date installed High water alarm (Y Date of pumping AM" Pumper SEPARATION DISTANCES FROM SEPTICTANKTO: Well(s) on lot /05-/ On adjacent lots ICD Foundation I o 1 r To property line 104 Absorption field C 1 Water main/service line 1 t -F Surface water/drainage I CD '--r- 72-026 (3/93) r72-026(3/93)* Front CONTINUED ON BACK PAGE C. LIFT STATION Date installed Manufact Size in gallons Vent (Y/N) High water alarm level Meets MOA electrical codes (Y/N) hole/Access (Y/N) "Pump on" level at "Pump off" Level at Cycles tested SEPARATION DISTANC ROM LIFT STATION TO: Well on lot D. ABSORPTION FIELD DATA Date installed 1 0i ("CP Soil rating (GPD/Ft2) 4 2 On adjacent lots Surface water Length e/1-5— Width Air - Gravel thickness L5— / Total absorption area Date of adequacy test 30 0 SF C▪ leanout present Results (pass/fail) Water level in absorption field before test Z3 a After test /63 / System type G(Lt �J Total depth Depression over field (Y6 /0/+ S S for Bedrooms Peroxide treatment (past 12 months) (N) N If yes, give date SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot On adjacent lots To building foundation 10 -271 On adjacent lots Surface water Curtain drain '7 0 / Cutbank cso, 14- tilfL-. E. ENGINEER'S CERTIFICATION 1 6?) Property line 1 D 4 - To existing or abandoned system on lot fit P til or) Water main/service line Driveway, parking/vehicle storage area liC i F> (idt.(xu _G—s7 1 ct (o (v S-FSc.E, 1 it G(G�r��Pt-t\�CL�i X Pin?, Aer 4p1/ea x , (yo /ere oe s') I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signature Engineer's Name& Date 34 Eagle River Loop Road No. 204 Eag a River, as •Koktarl A. °hzfc, No. 1457 Of— HAA Fee $ '0007 ZJ79 Date of Payment 7—t `7,-; Receipt Number 2 570 y 72-026 (3/93)' Back Waiver Fee $ Date of Payment Receipt Number 5 55 62'91 x 279 is 66 Ci 20 N 579E 49 69 22 5 994 w 44 59 S 5926 F 433 604 24 AI 32034 E 44 3 547 27 S 3s .9 309 200 Oe 83 e a54-,wgv557 36784 329 -49 [ E =_224 983Y9'w 53BUPA eoc 34 3160°3 13 E 90 "6 94 380 9 WEST 'Se 34 84 386 39 N 9550 45 E 40 908°5356E431167O 8917 54 P788d h 99512E 477764 6 893 7... 338 TRACT 3 fiarerapp 92 NE. DETAIL C NTS. <2 0 i C� .6 - se G / / L2187183059422z2 NOTARY ACKNOWLEDGEMENT ��CC''HH 4/5-777`67_5ube.,rbed ."e <. �q 8. e<1,r, m• 4),E. ✓_ e<+ ur ace..4er- 193 ✓1_. Per,ns.114 Appeared. KGee.s t/49/Gfek,- a/ /990 J/� M+ Ccmai•ilos Expire. / Mels,, Public VLF/ Arty 0 .e errt •4.7 TR 1 ANCSA LOT 2 441 14(CP I) IHIS PLAT Right -of -Way Dedl cation .23 � w''"kpl 'y Y 3- a/ i . T SURVEYOR'S CERTIFICATE 1 tomer 2 Sweet , r l" 1 d .l2f+r 42.7 the .2.t .4,.89`$87 ee n"' +1X.,8 .nut SEE Nuf 4 TRACT 1 2,369, 700 0. F 54 40 Ac. CHIEF CT al I12 4474 Pro /3580489 i „. .1 / DETAIL A NTS. °Ee *INDIAN 57111 001193 h neer © 537.7 e TR 2 P99914, ROA. (ABANDONEC' 6 'a,•1cerarabf,UIFFes WA 6 co 1.6 a wa.[m neat cd5H.'" a B r 1 e 1 d n. ,,1542," ne b.ee 1898. er u.*o.n°„778°115 e"0 18.4 .1 ler anent 2♦e or r c,nlroi no numenfan 12 71887 898o1se of *78987° b•,. been °°l "e ,1°ked. ,7 2f re%15"4 ,8868 4 d by .8643X1 °ion o nl. iFe: .111 be 1 clfied In e. d °ubdlui°2on .q eem nl. No 92002 cion 0g'eemenl AIWA Or PLAT APPROVAL Piet a ed by the M, of .I 41.111ng Authority 1ei..j j� e.y r .() � , 899,4„./ J Authorized Off Iciel __... n 5710 TWO CENTERLINE ALEAP5 ACCEPTANCE OF DEDICATION real property Mprore r.7..6 7X839 4. 8. 4,4 4 an int, 8771,• a 4 r°711 g•-,1- eon , In,roug6- 8714 ,..k, ,89,.89 hereon. Doled °1 Anchorage. 6I..k6 16192 _.day of 194Q 1 LEGEND 91 i.5' din. 01707 mon. four< flush. A3-2 d10. BL M braes cop man found 043.2' dig. BLM.4lum mon. laund. 425 dl,. aluminum mon. found. flush. Rem ing [ with Kan '0 3077103, 2"2090 otherwise noted. Twee ing [ o[ 774131 a niers °Pie MY RJIOer sane. TAX CERTIFI."A-,CI l52o ,oall45 81'Xnek.7°gee 55°ibd'.ed. •h eon 162 vthmpFrid. o5/41:16 D f iciel ARE VALS SIg"°pier ° Dote Msy ;bit to Pl.log Cff1,77 W .57%/PAP Envimnmentol 738[1789 A NCSom um.n- 0 LOT 3 DETAIL 8 NTS. Croceseuel 53815 2 4134.80 ql G c I. 5Y I0 0* I'eat 303ePh K,.I 8893 ceP5r 914 Mission Rd. Pouch "31 31.1. Herlmon'a 01915ra, Kodiak, Ak 99615 CERTIFICATE OF OWNERSHIP end DEDICATION 1 Heil, hereby etc tI7 Meth I 681 8,24 16e er.,, {..e,i the rir ee°.1,61 Anchor. imd`6e .br e deplete t. r use a.public Anchorage 4eme depleted ... a .. Are parks- and liner < pobil,e pre .shoe: *0X:55.6 The:.' *hell be reserved g ed[eeen\°1, I6° d•dleettd street, .9,., hereon. • °l, r• ..ellen min; ,urfielent foreach 11 reel°"vertical°Ili.5 le rli ofcut6 r 1111 P°5 °°i 1,2891897`1*. .76,1°d .87.88., Ther. ..e°in.8..I....8,7.."8*,,. h.I75. 15 ee 8555575 8.8 .aiXg e r ' e2 , 1, 5. p ,. 'd l irn P h.Y4,,i.din.iii, ia• .1 °" le°I hereby. eg . t, 1891s plot. end e•trlcti,n ekf .neat 2890 *.78,89 end en °.5X 7.,trlcn5" end succesb. bindner eod i,r e°618 present and .2.<<.... ,.1. , , in 1.6828,1061 .189° 77,7..1. 5w3er9 hyEk4 04065 F.lenwidertlPrez 550 Ave Suite 1550 Anchorage, A6 995,01 04689 H FUEmw22,, 5° RF Sore 1698 E g1e R , 210043 99577 ]2-.I/. �.tz Nue Eullenw2dr < NOTARY ACKNOWLEDGEMENT Subset !bed and • n t, bee or m• this '8 " d r r Lessee •-�s��'89_71_ 1906. Pei -Ecru.' ,7°04`,.7* Foe_:_- 8se ri . P1 .G- nr Co.n •, en E.P 7e• JJ,dv R,Pa b..11c ai •nA ..tADEBBLE r.r�uw„En Baps NOTARY ACKNOWLEDGEMENT 'l.2ae.17,G.,ilat woo s26°nrle.a .1a NanOnol Bank of A1060 SUCCESSOR T E &r, Kann Ven PAef es9 av P^w- / we, �j119 Rea...PO 101999 9c-.342 An cilattr'' amy 1 7> n/'e 99s,9-6653 6 le hers° me 1*I. /2- d r le'Vp/ .,242.2ePif My Conmieeion Expires Neiory Public NOTARY ACKNOWLEDGEMENT Sub...9,661 end r" °.8 1, bef" 4yefe.4., 1989. Pee•m,elI y87058787ed.12u of 4.04 F•.e. Ger. ir .B3 9/ M+ Connise mn Expires 5- re .e flue. / a.+ of ,. /LoAmJae .w. Rs p...elm 6 f -e. 944.16CWA.1 f .r e f r 99 ed aped mace NOTES 1 VILLAGE PARK, TRACTS 1.20ND 3, ISA RF54180.19900 OF GOVERNMENT Lott 5 HU, 5 is ALSO SHOwee ON RECORD AS TRACT A, 115 .2193392 AND 48261 70v 055 Of 509'12974AND THE i1/4 OF THE SOUTHEAST '/4 AND THE 0WTHI/2 OF THE T 5/4 OF M9 OF ALASKA RAILEIGA0 ESTE81.3E07 DE THE GLENN HiGHWAy G70.0F 7Are,AEXCEPTING THEATEP355 THOSE LAND CONTAINSD tarnmar PLATS 70.176, HS ALSO EXCESTMG 91036 19731DN5 01 THE BI/2 OF THE SOUTH- EAST 5/40F SECTION 24 LAVIN AND 89380 AND NORTHWESTERLY OF EHE GLENN 441woo•LY OF PLATE LINE 6 COMMON0340,10 AT 7035 472.7.411 553, Roof 390.5,147112.1004 25i, PAsE 7139. 003e 324, PAGE 853. 80DX 46,PAGE 553 AND 8004 EA. PAGE 3001 ALSO EXCEPTiNG THAT STRIP OF LAND LAYING EASTERLY OF PLAT 83-543 AND LANDS 01304501315 BoCz 350, PAGE Ill ANL) 509 64,PAGE 350. ALSO EXcEPTING THE 39491 SEGAIPNT OF PARCEL 39 AND THAT 511917 OP LAND Soul0 SA50 PARCEL 39 AND NoPITH cf THE TO SIX a CIION.52w52 ON3.ATE OO N THts PROPERTY ARE RECO8DED AT 8005 421 RALE e E(COULD GNOT /RCM NETRuNENT I, 8007 IC26, PAGE ams To. PLAT ORDER N2M0ER 21359 DATED PAGE 370 ArCOP0NG To PACIFIC RIM 119 1 TEAND ROCK EERnF1roTE. Ent 9.940ARY OF THIS 0.AT SHARING LINES COMMON 9 EKLETNA GATE 95095194 90-170 Nue. FRET 555059012 s I 04919 RECURED 51.169ANT.AL ADJUSTMENT THE DATA ON THOSE RECORD PLATS CONOus' AND DATA SHOWN On TH.S PEAT REFLECTS, NOule HEST JUDGEMENT, THE POSITION OF PROPERTY 231RNPRE.. 0 THE PURPOSE OF THIS PLAT I9 TO CREATE TRACTS 2 AND 3, THE REMAINDER or ciaratteutinSu OWNED ACIREATE ,79510 35.007 HEllfoN. 55 Noir iNTENDED POP DEvELOPMENT AT THIS TINE. 011002156 REVISIONS 081E 6T VICINITY MAP SCALE, N.T.S. PLAT OF Aar TRACTS 1, 2 AND 3 �u U A 9159001615.194 Dr LANDS P1eEO HEREON IN NOTE 1 A 6364 ACRE RESU8IV1510N LOCATED WITHIN THE S.E. I/4 OF SEC. 20 T N RIW 5. M. AK. / ANCHORAGE RECORDING DISTRICT DEWL)ENGINEERS 4040 a STREET 671°• NW 2065 S..I.. f' . 2001.. 6/25/89 Ors. S L H C -P• PR 21059 f 33.46. 53354 P., 1'E-:, 4,2 nae 6e.55 1021-1 ANCHORAGE. AK Csee 6. 5-8822 006. 121. 4.. 137-95 Tr V