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Home My WebLink AboutLOMA ESTATES BLK 1 LT 4Loma states Lot 4 Block 1 #020-092-24 Municipality of Anchorage Page i of -~. 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:,,~_~Li' ~J~ L/ic--~ (~" PID Number: O ~o- O ~ ~- ~ ~/ Name: ~ ~ '~ ~ ~S Wastewater System: ~New U Upgrade Address: ~ I ~ ~.~..'~.~ {IO~ ~i,~, ABSORPTION FIELD Phone: ~ No. of Bedrooms: ~ ~ Deep Trench ~ShallowTrench ~ Bed ~ Mound ~ Other I LEGAL D ESCRI PTI O N ~o, Rating:Total Depth from original grade: Lot: Block: Subdiv~ion: Depth to pipe bosom from original g~de: Gravel depth beneath pipe Township: I Range: I Section: Fill added above original grade: Gravel length: I I WELL:~New ~ Upgrade Gravel width: ,-- Number of lines: Uis~nce be~een lines: ~ Ft. ~ i O Ft. Clarification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material: Date Drilled: Static Water Level: Installer: Yield: Pump Set at:m c ,.gHeight Above Ground: TANK SEPARATION DISTANCES ~ Septic D Holding ~'S.T.E.P. To Septic Absorption Lift Holding Public/Private Manufacturer: Capacity in gallons: From Tank Field Station Tank Sewer Lines ~ ~¢~ 'T~~ 1 ~ Wel ~ t I ~ '~ ~ ~ '~ /~-~' ~ I~ '~ Material: ¢~ ~ ~ ~_ ~ Number of Compa~ments: Sudace Water ~ O~ ~c- ~ ~v~- ~) LIFT STATION Lot Size in gallons: ~ Manufacturer: "Pump on" level at: "Pump off" level at: Cu~ainDrain ~ ~ O ~ ~' Pump~.,~Make & Model,~ Electrical Ins~ctions~ ~ '~ pedo~ed( by: Remarks: BENCH MARK Location and Description: A~um~ Elevation: '.' EHGINEER'SSEAL inspectionspedormedby: ~/. ~ Dates:let '/-~-ff~, 2nd ,~ 'i - ? - '~ 7~~. Depadment of Health and Human Se~ices approval Reviewed and approved by: ', ~//~L ~~ Date: / I : 0 £$ N /lJT $ 50 75 100 SCALE, :" = $0 A-T, i£5 \ \ S~I/V5 TIES,, AC\ $5,5 F? 158 ?:'>,/CH AL TE£I :TE SITE TOBBEN SPU£KLAflD P.E. 205 W 15TH. AVENUE ANCH. AK. 99501 ('907~ 279-5916 II 5250 DAVIS DR/YE DATE: NOK 16, 1999 JEFF BRIGGS SHEET: 2/3 GRID: 3337 PEr?NIT # SW9804£6 PI? # 0£0-$9£-£4 LOEOiO4co,?W5 m ~on~ord Trenches~ 38' L on9 ~ , 0 O 0 /500 6AL STEP / ~ 2' Co vex (IXSULX TS) ~01.8 101.8 88., 5 88.65 4,0 Pt oS Sep~i~ ~oc~ / B O ~H T~ENCHES /500 :AL STEP Effecffve M~ SCALE ELEVAT/OM BEMCH TOP OF FOUND~ T/ON ASSUWED ELEK ~00.00 T~BEN SPURKLAN~ LOMA SEPTIC SYSTEN AS SUILT a03 WlS~h Ave Anchora9e Ak 99501 LOT 4, BLOCK / DATE: NOK /6, 1999 P79-291~ JEFF ~IOOS SHEET: 5~5 GRL~: 3337 PENW/T ~ SW980426 PARCEL /D ~ 020-092-24 LOEO~O4&DWO SULLIVAN WATER WELLS P.O. BOX (170272, CHUOIAK, ALA~I'C~, 99567 · TELEPHONE 688-2759 r EPTH T~ INDENTIFICATION NUMBER _~O~___,_.~.~_'._~q- ....... L~ Depth of wei,: .... :~ Casing Type .....:~___'Walt Thickness ~~ inches Casing Stickup ,Above ,Grou nd: ........ Static Water Levei (from ground tew~); _~_&A~~~ feet Pumping ieveh fee~ after ................. Recover Rata: Me:hod of 'Testing: ~~ WelI intake. ODening Type: (~ Open End ~ Open H~ie [[~ Screened; 8ta~ .............. j~et Stop,ed feet Grout yp : ~.~ L~_..~ ..... Volume _._.~k~,~. DePth: from ...... ~ ....... feet to feet Pump intake D~pth: feet Pump Size ........................... hp Brand Name W~iI Disinfected ripen O~mple~ion? Method af Disinfection; C~ ~,~ Comments: ATTENTION: It is the responsibility of the property owner to submit a cooy of the weii log to the proper authod:Y. Mur~icipaii~ of Anchorage: Department of Health & Human Services and/or bepartrbent of Environmental Conservation, MatSu Borough: Depa~ment of En¥ironmentat Conservation. MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT ! ~.; oo ~ Initial Date Issued: Nov 02, 1998 Expiration Date: Nov 02, 1999 Permit Number: SW980426 Legal Description: LOMA ESTATES BLK 1 LT 4 Design Engineer: 0024 Eagle River Engineering Services Owner Name: Wendy & Jeff Briggs Owner Address: PO Box 110677 Anchorage, AK 99511-0677 Parcel ID: 020-092-24 Site Address: 005230 DAVIS DR Lot Size: 45904 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] 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 engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received B Issued By: Date: Rick Mystrom, Mayor Mtmicipa ty of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 http://www.ci.anchorage.ak.us November 3, 1998 Lou Butera, P.E. Eagle River Engineering Services PO Box 773294 Eagle River, Alaska 99577 Subject: Waiver Request for Lot 4 B16ck 1 Loma Estates Waiver Request #WR980086 Parcel ID #020 092 24 Permit # SW980426 Dear Mr. Butera: Your request for a waiver of the required 10 feet horizontal separation from the absorption field to property line has been approved. The approved separation distance is 5.0 feet. This waiver approval applies to the existing absorption field to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 34%4744. Sincerely, Daniel J. Roth Civil Engineer On-Site Water Quality Program WR#~ PID% 020-092-24 Date Received: October 30, 1998 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-site Services Section Waiver Review Worksheet HA# Permit Legal Description: Lot 4 Block 1 Loma Estates Subdivision Engineer: Lou Butera, P.E., Eagle River Engineering Services PO Box 773294, Eagle River, Alaska 99577 Applicant: Wendy & Jeff Bri~s Waiver Requested: Lot line waiver Of from the leachline to the property line Criteria: 1. Geology: Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation TOTAL: Special Conditions: 3. Other: Waiver is Granted: ~ Waiver is NOT Granted: List Conditions or Reasons for above: Date: II- Rec %: 04312/6704 h_mount: $ 115.00 Name of Reviewer Date Paid: 10-30-98 Eagle River En ineerin Services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 eel Eagle River, AK 99577-3294 (907) 694-3297 fax October 19, 1998 Jim Cross, P.E. Manager, On-Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Loma Est. Lot 4 Blk 1 Narrative & Permit Application Dear Mr. Cross: The proposed well and septic system will have very limited impact on adjacent properties for the following reasons: 1. The surrounding lots are large, 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 affected and is not a major consideration in our design. We are requesting a variance of separation distance from the leachfield to lotline, from the standard 10' to a distance of 5'. This will allow a more efficient use of the accepting soil strata used in the leachfield. There are no conflicts with adjacent properties, their well or septic reserve areas, or any slopes or cutbanks in allowing this variance. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. \ 1997\98-077-NAR.DOC V~ELL DAVIS DI LOT 4 Prop NO SURFACE WATER NOTE: Meosured beorings ond distonces obtoined from survey conducted by Williom Flemming, R.L.S. on 9/25/98 OLD E~TH OLD 2" PVC_ Monifold PROP HOUSE LOCATION 1500 SEP~C TANK W/ LIFT 11/¢' HDPE FROM TANK TO MANIFOLD 15x50' Bed Reserve Areo [~TH2 3x45' Trench Trench ~ UNDEVELOPED LOT 1 ~/4' PVC, S89'47'55"E 100.07' m 1/8' holes for~e down 100.00' r 15' OC T [] - TEST HOLE '-~ · - MONITOR TUBE .~ o - SEWER CLEANOUT 4' - WELL ~/~_~ EASEMENT PROPOSED LEACHFIELD i- EXISTING LEACHFIELD W ELL/ S E PTI C S IT EP LA N I I LEGAL: LOMA EST. LOT 4 BLK 1 ?~,~ OWNER-BRIGGS ~.-"' ~"~'~ CONTRACTOR: N ~*':~9 TH 98-077 DATE: 10 SCALE 1" = 60' m~~~ .... ~AO~ RIVBR BWOINB~RIWO S~RVICBS ~ ~ ~ ............. ~"['~ BAOLB RIVBR, A~. 99~?? ~ (907) 694-5195 FAX: (90?) 694-3297[ SYSTErvl Southern Most Trench PROFILE t [opsoi/~ 3x40' Trench Surface T0p, ,~ ~6 n~d Rock ~OoOoOoOoOoOoOoOoOoOoOoOoOoOoOoOoO~O~o~o~o~o~o~o~o~o~ Btm LF From high spot ~ --GWT BTM TH-- SYSTEM PROFILE LEGAL: LOMA ESTATES LOT 4 BLK OWNER' BRIGGS CONTRACTOR: N A EAGLE RIVER ENGINEERING P.O. Box 773294 EAGLE RIVER, AK. 99577 (907) s94-5 ~ 95 ['AX: (907) PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST DATE PERFORMED:, LEGAL DESCRIPTION: L ~'~. ~'$~'. ~,/. z/ ~'/ Township, Range, Section: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O COMMENTS '7-3 SLOPE WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT / L DEPTH? //' ~ 0 P E Depth to Water After / Monitoring? //' ;' Date:'" ~'/~"-z<~¢-- SITE PLAN Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE ~' ~/ (m,nutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN -'~"~ FT AND /~*~'-' FT ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. 72-008 (Rev. 4/85) CERTIFY THAT THIS TEST WAS PE~RF,ORMED IN Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION: L ~'?~L DATE PERFORMED: ~ ~,T ~ ~'/ Township, Range, Section: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O COMMENTS -r-S SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT /// 5~ Oi DEPTH? P! Depth to Water After / E Monitoring? / I / )-- Date: l ~ - z 3-.¢~' I ! Reading Date Gross Net Depth to Net Time Time Water Drop I I~-zl-¢,~ 13-'~-~ ~ ~~ I~,'~ ~ ~ ~//~ ~ ~: z~ ]~-.~ 1o ~/I[ I ~, PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN 7 FT AND ~ FT PERFORMED BY: ~ }~EJ' I ~--~"~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ..-'~'--.~2.~-~:~' 72-008 (Rev. 4/85) PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage. Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST DATE PERFORMED: LEGAL DESCRIPTION: L O~'~2~-. ~'. ,~,'r ~' ~'/ Township, Range, Section: 1 2 3 4 5 6 7 8 9 lO 11 12 13 14 15 16 17 18 19 2o COMMENTS /,/L -Y/4 SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? S ,, L IF YES, ATWHAT .~'-'~ ! O DEPTH? p E Deplh to Water After / Monitoring? ~"'~ I Date: I° ~ z~'.-~ ,Ak -I N Gross Net Depth to Net Reading Date Time Time Ware? ? ~ ~s,'~ ~-,'~ ~~ I~.'Aq I ~ ~//~ PERCOLATION RATE ~ (m,nutes/inch) PERC HOLE DIAMETER FT TEST RUN BETWEEN . FT AND PERFORMED BY: ~-' ~ E ,~ i L~~'"~"'~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE; ,/'4:¢ ,.-- ~ ~' ~ ~,',~ Ea le River Engineering Services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: Loma Est. Lot 4 BIk 1 10/19/98 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. 9. Any remaining open test hole excavations shall be filled. B. SEPTIC TANK/LIFT STATION 1. Septic tank and lift station shall be 1500 gallon Orenco/Anchorage Tank model OSI 05-20-HHF. 2. Receipt from licensed electrician stating the lift station was wired to applicable codes to be supplied to Engineer. C. TRENCH 1. The trench is to follow the natural land contour to maintain uniform total depth of the trench bottom. 2. The bottom of the trench shall be level, plus or minus 1.5". 3. The total depth of the trench excavation is not to exceed 6' at any point. 4. The effluent line within the trench shall be laid level within 0.03'. 5. The trench gravel is to be covered with typar fabric material. 6. Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent is to be placed over the leachfield. 7. The area over the trench 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 -- 6' GRAVEL DEPTH = 3' under pipe, 2" over pipe TRENCH LENGTH = 85' TRENCH WIDTH -- 3' SOIL RATING = 1.2 GPD/ft2 BEDROOM CAPACITY = 4 SEPTIC TANK w/Lift Station = 1500 gallons ORFICE SPACING -- 15" On Center Twenty-four (24) hours notice required for all inspections. \ 1997~98-077-spec.doc EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 98-077 Calculated By: LB Date: 10/29/98 Legal: Loma Est Lot 4 BIk 1 Single Family 4 Bedroom Dwelling TEST HOLE Deep Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = Percolation rate = Wastewater application rate = Required absorption area = Trench width (W) = Gravel depth (D) = 600 gallons 0.3 minutes per inch 1.2 gallons per day per square foot 500 square feet 3 feet 3 feet Required length = Required absorption area / 2 / D Required length = 500 / 2 Required length = 83 feet Total Excavation Depth = 6.0 feet / 3 98-077-cal.xls 11:38 AM10/29/98 SINGLE FAMILY ON-SITE WORKSHEET ERRS PROJECT NUMBER: 98-077 LEGAL DESCRIPTION: Loma Est Lot 4 BIk 1 NUMBER OF BEDROOMS: 4 WATER USE PER BEDROOM: 150 PERCOLATION RATE: 0.3 DEPTH TO GROUNDWATER: 11 DEPTH TO IMPERMEABLE LAYER: 12 ANTICIPATED DEPTH OF COVER: 3 MOUND OR BED SYSTEM WASTEWATER APPLICATION RATE: ABSORPTION AREA REQUIREMENT: MINIMUM BED LENGTH 12 FEET WIDE BED 15 FEET WIDE BED TRENCH SYSTEM WASTEWATER APPLICATION RATE: ABSORPTION AREA REQUIREMENT: SHALLOW TRENCH OPTIONS 5 FEET WIDE TRENCH EFFECTIVE REQUIRED TRENCH DEPTH (FT) LENGTH (FT) 1 88 2 70 2.5 64 3 58 3.5 NA 4 NA DESIGN SPECIFICS FIELD SYSTEM: GRAVEL DEPTH: TRENCH OR BED WIDTH: LENGTH: TOTAL EXCAVATION DEPTH: D 3 3 83 6.0 CALCULATED BY: LB GALLONS MINUTES PER INCH FEET FEET USABLE SOIL STRATA FEET TOTAL USABLE DEPTH: USABLE SOIL STRATA DEPTH: N/A GAL/SQ.FT #VALUE] SQ.FT #VALUE! FEET #VALUE! FEET 1.2 500 6 3 GAL/SQ.FT SQ.FT DEEP TRENCH OPTIONS 3 FEET WIDE TRENCH EFFECTIVE REQUIRED TRENCH DEPTH (FT) LENGTH (FT) 4 NA 4.5 NA 5 NA 5.5 NA 6 NA 7 NA 8 NA 9 NA 10 NA (B=BED, S=SHALLOWTRENCH & D=DEEP TRENCH) FEET FEET FEET FEET 98-077-cal.xls 11:38 AM10/29/98 EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 98-077 Calculated By: LB Date: 10/29/98 Legal: Loma Est Lot 4 BIk 1 Single Family 4 Bedroom Dwelling TEST HOLE 2 Reserve Area Bed Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = Percolation rate = Wastewater application rate = Required absorption area = Bed width 0/V) = Gravel depth (D) = 600 gallons 1.9 minutes per inch 0.8 gallons per day per square foot 750 square feet 15 feet 1 feet Required length = Required absorption area / Bed width Required length -- 750 / 15 Required length = 50 feet Total Excavation Depth = 1.0 feet Mound System for adequate cover 98-077-cal-res.xls 11:40 AM10/29/98 SINGLE FAMILY ON-SITE WORKSHEET ERES PROJECT NUMBER: 98-077 LEGAL DESCRIPTION: Loma Est Lot 4 BIk 1 NUMBER OF BEDROOMS: 4 WATER USE PER BEDROOM: 150 PERCOLATION RATE: 1.9 DEPTH TO GROUNDWATER: 6 DEPTH TO IMPERMEABLE LAYER: 10 ANTICIPATED DEPTH OF COVER: 0 MOUND OR BED SYSTEM WASTEWATER APPLICATION RATE: ABSORPTION AREA REQUIREMENT: MINIMUM BED LENGTH 12 FEET WIDE BED 15 FEET WIDE BED TRENCH SYSTEM WASTEWATER APPLICATION RATE: ABSORPTION AREA REQUIREMENT: SHALLOW TRENCH OPTIONS 5 FEET WIDE TRENCH EFFECTIVE REQUIRED TRENCH DEPTH (ET) LENGTH (FT) 1 88 2 70 2.5 NA 3 NA 3.5 NA 4 NA CALCULATED BY: LB GALLONS MINUTES PERINCH FEET FEET FEET 0.8 750 USABLE SOIL STRATA TOTAL USABLE DEPTH: 2 USABLE SOIL STRATA DEPTH: 2 GAt. JSQ.FT SQ.FT 63 FEET 50 FEET DESIGN SPECIFICS FIELD SYSTEM: GRAVEL DEPTH: TRENCH OR BED WIDTH: LENGTH: TOTAL EXCAVATION DEPTH: B 1 15 50 1.0 1.2 500 GAL/SQ.FT SQ.FT DEEP TRENCH OPTIONS 3 FEET WIDE TRENCH EFFECTIVE REQUIRED TRENCH DEPTH (FT) LENGTH (FT) 4 NA 4.5 NA 5 NA 5.5 NA 6 NA 7 NA 8 NA 9 NA 10 NA (B=BED, S=SHALLOWTRENCH & D=DEEP TRENCH) FEET FEET FEET FEET 98-077-cal-res.xls 11:40 AM10/29/98 EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 Job #: 98-077 Legal: Loma Est Lot 4 BIk 1 Date: 10/29/98 Press. Effluent Lateral: Assume 5' head at orfice 25 GPM flow rate .42 GPM per 1/8" orfice 25 / .42 = 67 orfices Pipe Length 85 Spacing = length/#of orfices = 1.27 feet Spacing = 15.2 inches Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw 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. 1. GENERAL INFORMATION Complete legal description Loma Estates Block :[ Lot 4 COSA# O ,~0._ I~k ,2~,=%, Expiration Date: / 0 ' ~- / / Location (site address) 5230 Davis Drive, Anchorage AK 995:[6 Current Property owner(s) Joseph & Elizabeth Schmidt Day phone Mailing address 52_30 Davis Drive Anchoraqe, AK Lending agency Day phone Mailing address Real Estate Agent Marianne Grant/Prudential JW Vista Day phone ~;29-66o2 Mailing Address alaskabetterhomesCi)yahoo.com ., ~lniess '6therwJ~e ~equested, COSA will be held by DSD for pickup. . '~.'.~,, 2~ NUMBE.ROF BEDROOMS: 3.' TYPi=' OF WATER SUPPLY: Individual:~Water Storage Communiiy Class __ Public Water System Well TYPE OF WASTEWATER DISPOSAL: [] Individual On-site [~ [] Individual Holding Tank ~--~ [] Community On-site [] [] 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. Cedificates of On-Site Systems Approval are valid for 90 days from the date of issue foe 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 Pannone Engineering Services, LLC Phone 272-82~.8 Address P.O. Box :1.oo2~.7, Anchorage, AK 995~o Engineer's Printed Name Steven R. Pannone, P.E. Date 6/~6/~. Engineers Comments: In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MOA DSD Guidelines & Regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition, ground water levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. PES can therefore not provide any warranty for future performance nor give any estimate of how long the system will continue to meet the operational requirements of the MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized nor will it confer any legal right whatsoever. 5. DSD SIGNATURE iJ Approved for ¢ bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Attachments: COSA Checklist X Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other Original Certificate Date: ~ - ~ '~// M icipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: Loma Estates Block a Lot/+ A. WELL DATA Parcel ID: o~,o-o9~,.2~, Well type P If A, B, or C provide PWSID # Date completed 61alarm9 Total depth 63. ff. Sanitary seal (Y/N) Y Cased to. 63. ft. FROM WELL LOG Date of test 613.13.qe, Q Static water level o ft. Well production ~; WATER SAMPLE RESULTS: Coliform '{~.colonies/100 mL Arsenic: ~. ug/I B. 'SEPTIC/HOLDING TANK DATA Tank Type/Me.ter. ial Anchora9e Tank Steel Tank size._ 3.2~;o gal. Founda_tion cleanout (Y/N) Y Date of pumping "6/3.6/3o3.3. C. ABSORP;rlON F!~LDDATA g.p.m. Nitrate '3 ' (~'%g/L Date of sample: 613.612o~. Number of Compartments 2_ Depression over tank (Y/N) N Pumper A+ Home Services Well Log (Y/N) Y Wires properly protected (Y/N) Y Casing height (above ground) AT INSPECTION ' 613.6/2o3.3. 2/+ ff. . zr.~l g.p.m. in. Other bacteda ~ colonies/100 mL Collected by: .Laura Panrmne Date installed nlnl3.nnn Cleanouts (Y/N) Y High water alarm (Y/N) Y Date installed ~9]9/A999_ Length _~ol=m ft. Width Total depth 6.09* ft. Eft. absorption area ~;~ ft= Date of adequacy test ~ Results (Pass/Fail) Fluid depth in absorption field before test o.oo in. Elapsed Time: .0...oo min. Final fluid depth Dry. in. Any rejuvenation treatment (past 12 mo.) (Y/N & type) N Soil rating (g.p.d./~ or ft=/bdrm) ~.,2 ft. Monitoring tube Y Pass System type _Shallow Trench Gravel below pipe & ft. Depression over field N For A bedrooms Water added6oo gal. New deptho.oe in. Absorption rate >= 6oo+ g.P.d. If yes, give date Dw LIFT STATION Date installed ~ "Pump on" level at ~3 in. Datum _Bottom of Tank SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot ~.oo+ Absorption field on lot =oo+ Public sewer main ~.oo+ Sewer/septiC service line Animal containment areas ~.oo+ Size in gallons 2,;0 "Pump off" level at 39 in. Cycles tested ~+ Manhole/Access (Y/N) Y High water alarm level at 46 Meets alarm & circuit requirements? Y in. On adjacent lots =oo+ On adjacent lots =oo+ Public sewer manhole/cleanout =oo+ Holding tank ~.oo+ Manure/animal excrete storage areas ~oo+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation ,;+ Property line. ~o+ Absorption field Water main ~oo+ Water service line 2,;+ Surface water ~oe+ Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line.. ,;** Water Service line 2,;+ Curtain drain None Observed COMMENTS Building foundation =o+ Surface water :~oo+ Wells on adjacent lots .. ~oo+ Water main ~.oo+ Driveway,' parking/vehicle storage zo+ *Septic field insulated per installation report. **Waived 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 Steven R. Pannone, P.E. Date COSA Fee $ Date of Payment Receipt Number (Rev. 11/05) Waiver Fee $ Date of Payment Receipt Number SGS Ref.# 1112562001 Client Name Pannone Eng. Srv. Printed Date/Time 06/23/2011 13:54 Project Name/# Loma Estates BK 1 LT 4 Collected Date/Time 06/16/2011 11:30 Client Sample ID Loma Estates BK1 LT4 Received Date/Time 06/16/2011 15:15 Matrix Drinking Water Technical Director Steohen C. Ede Saml~le Remarks: Allowable Prep Analysis Parameter Results LOQ Units Method Container ID Limits Date Date Init Metals by ICP/MS Hardness as CaCO3 237 5.00 mg/L SM20 2340B C 06/20/11 06/21/11 NRB Waters Department Total Nitrate/Nitrite-N 3.62 0.100 mg/L SM20 4500NO3-F B 06/17/11 AYC Microbiology Laboratory E. Coli Negative 1 100mL SM20 9223B A 06/16/11 DLC Total Coliform Negative 1 100mL SM20 9223B A 06/16/11 DLC Private Individual Analysis Alkalinity 190 10.0 mg/L SM20 2320B D 06/17/11 SDP Aluminum ND 20.0 ug/L EP200.8 C 06/20/11 06/21/11 NRB Antimony ND 1.00 ug/L EP200.8 C (<6) 06/20/11 06/21/11 NRB Arsenic ND 5.00 ug/L EP200.8 C (<10) 06/20/11 06/21/11 NRB Barium 27.3 3.00 ug/L EP200.8 C (<2000) 06/20/11 06/21/11 NRB Cadmium ND 0.500 ug/L EP200.8 C (<5) 06/20/11 06/21/11 NRB Calcium 77400 500 ug/L EP200.8 C 06/20/11 06/21/11 NRB Chloride 20.1 0.100 mg/L EPA 300.0 D (<250) 06/20/I1 06/21/11 SDP Chromium ND 2.00 ug/L EP200.8 C (<100) 06/20/11 06/21/11 NRB CO3 Alkalinity ND 10.0 mg/L SM20 2320B D 06/17/11 SDP Conductivity 476 1.00 umhos/cm SM20 2510B D 06/17/11 SDP Copper 24.5 1.00 ug/L EP200.8 C (<1300) 06/20/11 06/21/11 NRB Fluoride ND 0. I00 mg/L EPA 300.0 D (<2) 06/20/11 06/21/11 SDP HCO3 Alkalinity 190 10.0 mg/L SM20 2320B D 06/17/11 SDP Iron ND 250 ug/L EP200.8 C (<300) 06/20/11 06/21/I1 NRB hborhood Name Golden View Map Reference 3337 Census Tract 0028.23 )ant [] Owner [] Tenant [] Vacant Special Assessments $ 0.00 [] PUD HOA $ [] per year [] per month ~raised [] Fee Simple [] Leasehold [] Other (describe) Type [] Purchase Transaction [] Refinance Transaction [] Other (describe) Lender/Client Premier Mortgage, LLC Address 101 W Benson Blvd, Suite 201, Anchorage, AK 99503 ' offered for sale or has it been offered for sale in the twelve months prior to the effective date of this appraisal? [] Yes [] No )crt data source(s) used, offering price(s), and date(s). MLS, Public Records, and Contract. The subject was listed on 08/09 for $635,000. An offer was 10/29/09 for $550,000 and 'is currently pending financing. Agent days on market 67. [] did [] did not analyze the contract for sale for the subject purchase transaction. Explain the results of the analysis of the contract for sale or why the analysis was not )erformed. The contract is typical for the Anchoraqe market. Contract Price $ 550,000 Date of Contract 10/29/09EM Is the property seller the owner of public record? [] Yes [] No Data Source(s) MLS,Public Records Is there any financial assistance (loan charges, sale concessions, gift or downpayment assistance, etc.) to be paid by any party on behalf of the borrower? ]crt the total dollar amount and describe the items to be paid. [] Yes [] No Note: Race and the racial composition of the neighborhood are not appraisal factors. Location [] Urban [] Suburban [] Rural IPrOper~va'ues '~] i~i~Jni ~'~i~i~ [] Decii'ning I ~'~i~E AGE '' [] Over 75% [] 25-75% [] Under 25% Demand/Supply [] Shortage [] In Balance [] Over Supply J $ (000) (yrs) Growth [] Rapid [] Stable [] Slow J Marketing Time [] Under 3 mths [] 3-6 mths [] Over 6 mths J 200 Low New Neighborhood Boundaries The boundaries include 172nd St. south; Old Seward Hwy. west; Rabbit Creek 2,000 High 50 )rth; Goldenview Dr. east 600 Pred. 10 ~leighborhood Description The area is located approximately 15 miles south of the "Downtown Business Core Area" of Anchora¢ e to above The marketability is good as is the maintenance and appeal of the area. Support services centers are approximately 3-5 miles away. Market Conditions (including support for the above conclusions/ See Market Conditions Addendum. One-Unit 65 % 2-4 Unit 2 % Multi-Family 1% Commercial 0 % Other 32 % e. The homes are bf including shopping Dimensions Not Available Area 45,904 sf Shape Irregu ar View Good Classification R6 Zoning Description Suburban Residential ]pliance [] Legal [] Legal Nonconforming (Grandfathered Use) [] No Zoning [] Illegal (describe) :best and best use of subject property as improved (or as proposed per plans and specifications) the present use? [] Yes [] No If No, describe Utilities Public Other (describe) Public Other (describe) Off-site Improvements- Type [] [] Water [] [] Well (Typical) Street Gravel Public Private Gas [] [] Sanitary Sewer [] [] Septic (Typical) Alley None [] [] )ecial Flood Hazard Area [] Yes [] No FEMA Flood Zone C FEMA Map-# 0200050360B FEMA Map Date 9/18/1987 Are the utilities and off-site improvements typical for the market area? [] Yes [] No If No, describe ' adverse site conditions or external factors (easements, encroachments, environmental conditions, land uses, etc.)? [] Yes [] No If Yes, describe An as-built was not available to the appraiser. It is assumed only normal access and utility easements apply to the subject. Units [] One [] One with Accessor # of Stories 3 [] Det. [] Att. [] S-Det./End Unit Year Built Under Const, 2 Story w/Bsmt 1999 5 Yrs. Attic [] None Stair [] Stairs [] Floor [] Scuttle [] Finished [] Heated )liances [] Refrigerator [] Range/Oven Concrete Slab [] CrawlSpace Full Basement [] Partial Basement :Basement Area 407 sq.ft. Basement Finish 100 % [] Outside Entry/Exit [] Sump Pump Cooling [] CentralAir Conditioning [] Individual J[] Other N/A [] Dishwasher Foundation Walls Conc/Aver Exterior Walls Wood/Aver Roof Surface Comp Shgl/Avg Gutters & Downspouts Yes/Avq Window Type Vinyl/Avg Storm Sash/Insulated None Evidence of [] Infestation [] Dampness [] Settlement Screens Yes/Avg Heating [] RNA J[] HWBB J[] Radiant Amenities [] Woodstove(s) # [] Other JFuel Gas [] Fireplace(s) # 3 [] Fence [] Patio/Deck [] Porch [] Pool [] Other Jtb,Cvc [] Disposal [] Microwave [] Washer/Dryer [] Other (describe) Floors Crpt,TileAvg Walls Drywall/Aver Trim/Finish Wood/Ave Bath Floor Tile/Avq Bath Wainscot Tile/Aver Car Storage [] None [] Driveway Cf of Cars 4+ Driveway Surface Paved [] Garage # of Cars 3 [] Carport Cf of Cars [] Att. [] Det. [] Built-in Cook Top~ Vent Finished area above grade contains: 8 Rooms 4 Bedrooms 3 Bath(s) 2,784 Square Feet of Gross Living Area Above Grade Additional features (special energy efficient items, etc.). The subject has in-floor radiant heat, custom cabinets, vaulted ceilinq, cer~tiai vacuum, jetted tub, ood view of inlet, walk-in closets, upgraded lighting, decks, storage sheds (2) 3-car garage. Describe the cond tion of the property (including needed repairs', deterioration, ren;Jvations, remodeling, etc.). No items of extraordinary physical deterioration were noticed. No functional or external obsolescence were observed at the time of the inspection. A home inspection was not provided or reviewed by :)raiser. sical deficiencies or adverse conditions that affect the livability, soundness, or structural integrity of the property? [] Yes [] No If Yes, describe A home inspection was not provided or reviewed by the appraiser. It is assumed that the property is free from any physical deficiencies or adverse conditions that affect the livabilit_.y_~soundness, or structural inte rit of the ro err '. 06/15/2011 05:34 868B?70 APLUS A+ INVOICE # 4 0 3 ~[ 0 CUSTOMER 7501 E. 140th Avenue Anchorage, Alaska 99516 345:1890 la~"~'o'ne Eagineering - .Anchorage..AI{ 99..5 Block DATE Lot DESCRIPTION AMOUNT 06- 11 __ Pump $~tic god lift: t'~ 8~eq~T:t~ ~t .~0~~ $165.1 Tank l~:~ated 15' behb2d house ' TOTAL REM,RKS ,, --~.~. ._ . ~ ' .- ....~.-, ~EDS TO BE DONE AGAIN IN 6 MONTH~ neeas replacing ....... Municipality of Anchorage .Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw 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. o2o-o92-2z~ 1. GENERAL INFORMATION Complete legal description Loma Estates Block z Lot 4 COSA# 0 qU/) L/~2~~ Expiration Date: ,0/~ ~'//a Location (site address) 52~o Davis Drive, Anchorage AK 995~.6 Current Property owner(s) Mailing address Lending agency Mailing address Wendy & Jefferey Briggs _~2Ro Davis Drive Anchorage, AK 995:~6 Day phone 441-246q Day phone Real Estate Agent Mailing Address Sally Nickerson Day phone =29-1~z~8 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class ~ Public Water System Well TYPE OF WASTEWATER DISPOSAL: [] Individual On-site [~ [] Individual Holding Tank ~] [] Community On-site [--1 [] Public Sewer r-1 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 Pannone Enqineering Services, LLC Address P.O. Box lOO2_17, Anchorage, AK 9q51o Engineer's Printed Name Steven R. Pannone, P.E. Phone 272-82z8 Date ¢:~'~11/_'~, Engineers Comments: In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MOA DSD Guidelines & Regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition, ground water levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. PES can therefore not provide any warranty for future performance nor give any estimate of how long the system will continue to meet the operational requirements of the MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized nor will it confer any legal right whatsoever. 5. DSD SIGNATURE L/// Approved for ~ bedrooms. Disapproved. Conditional approval for ~c OF 44~.~. ............ bedrooms, with the fOllowing stipulations: Attachments: COSA Checklist X Septic System Advisory Well Flow Advisory Nitr. gte Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other Original Certificate Date: ///~~/~ ~' M ipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 Bragaw Street P.O. Box !96650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: Loma Estates BIOCkr! Lot A. WELL DATA Parcel ID: Well type _P Date completed 611h. qe9 Total depth 63. ft. Date of test Static water level o Well production ~ WATER SAMPLE RESULTS: Coliform . '~,~ colonies/100 mL SEPTIC/HOLDING TANK DATA If A, B, or C provide PWSID # Sanitary seal (Y/N) Y Cased to 6.. ft. FROM WELL LOG _.. 6111zqqq ff. g.p.m. Nitrate 5 ~g/L Date of sample: ',ilql2ee9 Well Log (Y/N) Y Wires properly protected (Y/N) Y Casing height (above ground)~ Az,"+ AT INSPECTION zzlzz/'~oo9 _ 2~ fl. g.p.m. in. bacteria' Other (_,] colonies/100 mL Collected by: Laura Pannone Tank Type/Material. Anchorage Tank Steel Tank size ."2~o gal. Foundation cleanout (Y/N) Y Date of pumping ABSORPTION FIELD DATA Date installed ¢jle, l=.¢~99 Number of Compartments _= Cleanouts (Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) Y Pumper A+ Home Services Date installed nlnlan99 Length =~o/~o ff. Width ;In Total depth 6.on* ft. Eft. abSorption area nun ~ Date of adequacy test .=.t/1."12oo¢, Results (Pass/Fail) Fluid depth in absorption field before test p.ee in. Elapsed Time: e.ee min. Final fluid depth Dry. in. Any rejuvenation treatment (past 12 mo.) (YIN & type) N Soil rating (g.p.d./~ or ft=/bdrm) ',.2 ft. Monitoring tube Y Pass System type .Shallow Trench Gravel below pipe /, ft. Depression over field N For A bedrooms Water added.6oo gal. New deptho.oo in. Absorption rate >= 600+ g.p.d. If yes, give date LIFT STATION Date instailed "Pump on" level at .~3 in. Datum Bottom of Tank SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot Absorption field on lot ~.oo+ Public sewer main 1oo+ Sewer/septic service line Animal containment areas =oo+ Manhole/Access (Y/N) Y High water alarm leYel at zr6 Meets alarm & cirmJit requirements? Y Size in gallons 25e "Pump off' level at 39 in. Cycles tested 2 On adjacent lots ~oo+ On adjacent lots =.oo+ Public sewer manhole/cleanout =.oo+ Holding tank =.oo+ Manum/animai excrete storage areas =.oo+ SEPARATION DISTAN, ~ CES FROM SEPTIC/HOLDING TANK ON LOT TO: Property line ~.o+ Water service line Building foundation 5+ Water main lOO+ Wells on adjacent lots Absorption field 50+ Surface water *,oo+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Building foundation Surface water =.oo+ Wells on adjacent lots Property line, 5** Water Service line 25+ Curtain drain None Observed COMMENTS Water main :roe+ Driveway, parking/vehicle storage ~.o+ *Septic field insulated per installation report. **~Waived ~l~lq8 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 guidelineg in effect on this date. EngineeCs Pdnted Name Steven R. Pannone, P.E. Date COSAFee $ ,qt~l/~ Date of Payment Receipt Number (Rev. 11/05) Waiver Fee $ Date of Payment Receipt Number in. LOT 5 · DAWS DR/YE /vo TS: ~ ~ FROM THE PLAT OF ~ RECORD. ~ WA~ PER ~ORM ED AT ~ lot 4 , Block / Anchorage Recording District~ Alaska ~OT SU~ ~RTIFICATION ~ty Ii~ ~ ~ ~ ~rlap or~ ~ ~j~ ~o~ a ~la ~ ~t ~ we no ~dwayo, ~1I~ i~, W ~ ~olble eaumen~ ~ ~ld pro~ e~t ~ I~ Scale JDme ' ' F.B. No. 0,9- 0¢8 Ref. LOT 3 ~ '%~~~ _..~? //'/3-09 ~aoma~ ~ plot 'ff LEGEND ~ ~ Aluminum ca.ed monument teetered 0 E~ pi~ a~ ~r recovered. 2 x2 hub & taok ~red ~" x ~" rebar set this survey , Fence Li~e (Ap~ox. L~afion) Prepored by: ~ /-. BUTTON ~egiste/'e~ /..~/~ Surveyor (D07)2~.~ 519 ~ ff/gh~ Ave. ~n~ A/~ ~01