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Home My WebLink AboutTOWER ESTATES BLK 1 LT 4Tower Estates Block 1 Lot 4 #017-411-29 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 Pump Installation Log Well Drilling Permit Number: _______________ Date of Issue: ____-____-____ Parcel Identification Number: ____-____-____ Legal Description Block Lot Property Owner Name & Address: Pump Installation Date: _____-_____-_____ Pump Intake Depth Below Top of Well Casing: __________ feet Pump Manufacturer’s Name: ___________________________ Pump Model: _____________________________________ Pump Size: ____________hp Pitless Adapter Burial Depth: _________ feet Pitless Adapter Manufacturer’s Name: _________________________ Pitless Adapter Installer: ____________________________ Well Disinfected Upon Completion? XX Yes No Method of Disinfection: _____________________________ Comments: Pump Installer Name: __________________________________ Company: ___________________________________________ Mailing Address: ______________________________________ City: ___________________ State: __________Zip: _________ Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation. Municipality of Anchorage Community Development Department Page 1 of 3 On -Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: SW030107 PID Number: 017-411-29 ❑✓ New ❑ Upgrade Name: Austin and Regena Joy ABSORPTION FIELD ❑ Deep Trench E] Shallow Trench Q Bed ❑Mound Address 8750 Tower Estates Circle Anchorage, AK 99516 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 5 2GPD1SF +4-+5 Ft. LEGAL DESCRIPTION Depth to pipe invertfrom original grade +1.5 Ft. Gravel depth beneath pipe S Ft. Subdivision Block Lot Tower Estates 1 4 Fill added above original grade 4-5 Ft. Gravel length 30 Ft. Township Range Section Gravel width 15Ft. Beds: Number of Lines 3 Distance between lines 5Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line 450 Fe I Ft. Well >100' >100' >100' N/A >25' TANK ❑ Septic ❑ S.T.E.P. ❑ Holding 0 Other Manufacturer Orenco/Anchorage Tank Capacity I 2,O0OGal, Surface water >100' >100' >100' N/A Material Number of compartments Lot Line >5' >10' >5' N/A Advantex/Steel Two NA Foundation >5' >10' >5' N/A LIFT STATION Manufacturer Capacity Curtain Drain NoneNoted Gal. RemarksMound Area Totally Revegetated . Pump on level at in. Pump off level at in. High water alarm at in. Advantex Treatment System w/2 AX20 Pods and 2,000 Gallon Treatment Tank. Pump make and model Electrical Inspections performed by PIPEMATERIAL Housetotank D3034 Tankto D3034 Installer drainfield Alaska General Contracting Drainfleld HDPE CO/MT D3034 Inspector A. Harala BENCHMARK (Assumed elevation) 100.Oft Inspection 1 7/16/03 7/15103 Location and description dates: 2^a V Garage Slab. 7/17/03 4'" COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL .40. .6,� 1!1 P .... Conditional Approval: Date #; 49TH `••• Pil vNi� • i• ONt ••L L 1• - 4-"— •� /�,p,f T�GiESS10r�� Approved Date Inspection Report _1-1-12.Mc ' Permit No.: SW030107 PID No. 017-411-29 Page 2 of 3 v V � 41C� . 2 Tmk SptI ank 1/ A%20a Motlal lA Pada St 52 /Y% -/— Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT T&E Easement 4700 Bragaw Street Anchorage, AK. 99519-6655-343-7904 On -Site Wastewater Disposal System or Well Inspection Report v I Five Bedroom Well Home I I W Dump C3 InBUlatbn Over \\ wb um.r \ riveway. \ MOW OrNeTIaY \\ Mt \\\ C _ Shed THa ---3 \o\ ---- ® 0 M2 2 t%s B. A I B C D 2 S1 11.7' M51.6' S2 15.8' C4 72.4' 67.5' Mi 67.8' 63.4' M2 44.8' z v: TOWER ESTATES SUBDIVISION w LOT4, BLOCK 1 207,264 S.F. f w LEGEND w M1 — Monitor Tube FCO — Foundation Clean Out TH — Test Hole C4 — Clean Out PLAN AS -BUILT SCALE 1' = 60' E. MDMS94 Permit Number: SW030107 Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report U U VJ � 41 AX -20 AX -20 FP TF Potl 2,000 Gallon 892 Advantex Tank 0 N U g 2" Insulation & Geotextile Fabric 91.2 Drainfield Rock O 90.7 Coarse Sand 90.3 Original Ground 2.5' 1 5.0' 1 5.0' PROFILE AS BUI GNE 0x.71 x F Page 3 of 3 PID No. 017-411-29 No Groundwater 3-24-2003 83.4 - Bedrock Wim,: 49th dL �'; MICHAEL E. ANGER UG -24-2912 04:0613 FROM: r 3RILL IG: it .. ;;ktda l;l; ta• r;t,7, :;y5-47ft1 SuhdN inion. Ug`JFR TO:6777766 P.1/1 STATE OR ALASKA DEPARTMEVT OF NATURAL RESOURCES DIVISION OF NIININC, LAND & WATER WATER WELL LOG Drilling Started: _ _ __.Completed: .OT Prypern• Owner Name A` Address: Meridian _ Township Ranee _ Sectio Ya or _ l a of % or t/a BOREHOLE DATA: ( from T,O.C. I Depth FDrdlling meth,d: (X)Air mum {,X1DICable tool, Other 11C Material: "l'ypc, Color &. wetness From - - To -- — pp Y (x)Domestic. Other J Depth of hole: _44,0 V _ ti. Casing stickup: - & Casing typc:j&tgBi , Thickness: O,2.5O inches y, Casing diameter: 6 inches Casing depth: � fr f" e r / D Liner type: _... _ Diameter. Troches Depth:_ .— ft // J /�.2pc�u2i� y static %rater (from rep or easing): ,(,0„: n on�1 ;gam p Z-J`O Pumping level &yield: T fUet ager hours at 0In Recovery rate: 2 ,pm. Mclhod of testing: / _1":C��CL/A/F1G Z10YJ111 7.i -CJ �p(]C _._ Developmenlmclhod: _.._.__ ..... �Dumlion: Well intake opening type: ( I Open end. (V Open holt. Other_ Screened: Start: 11, Stopped Q Screen type:. SloGmeshsize: Perforated: Start: _ R, Stopped: ti Start: fl. Stopped: Y ft Note: ...................... ---- .------------ - - Grour type: hentands Volume Depth: from Q,._ ff, to 11 j I I Pump intake depth: ___ @ Pump size: _ hp. Brand name' Alaska state law requires that a copy ofdtis well log be sent to the Department of Nntural Resources within 45 days: lases are accentabla, (AK st hies 3S,05.o20, 35.05.035. V LO5.0'_0. 46.15.020 and AK regulations 'I I AAC 93.1.10)• I)NP 1 Division of M ining. Land and Nater. 550 W 7th Avenue, Suite 900-V j Seo Anchorage, AK 99101- -36-W y;i e`.� Phonc (()07)269-86.39 and fax (907)269-�,J94 Was well disinfected upon completi(in' (X) Fes, I ) No Driller commonrsi disclaimers: .......... .............. ................. ......... ........... ................. -- .......... ................. Welldriller name:......... 4t e7! ........................................................ Company name; ...Heft. Pi: lbig............................... ............ .......... Mailing address:..3W A ORP ................................................. City: Anchorage State: AK zip 99516 Phone number: 1. 907 Drillers signature; Within the City of Anchorage. it 6 required that a copy of the well lee be sent to the appropnatc city ofce within 60 days and that another copy or the well log be sent to the well property owner within 30 days. Permit Number: 54e) Q Z/,) �j J Date of Issue: _-__ Parcel Identification Number: _ Is well located at approved permit location? (_ Vcs or ( ) No MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Apr 30, 2003 Expiration Date: Apr 29, 2004 Permit Number: SW030107 Parcel ID: 017-411-29 Legal Description: kY 'tBL®GKAA;t y} Design Engineer: 0014 Anderson Engineering Site Address: 8750 TOWER ESTATES CIRCLE Owner Name: AUSTIN J. JR & REGENA S. JOY Lot Size: 207264 SQ. FT. Owner Address: 8750 TOWER ESTATES CIRCLE Total Bedrooms: 5 Permit Bedrooms: 5 ANCHORAGE, AK 99507 - 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 DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 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 By: Issued By: Date: Date: Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING ZD Parcel I.D. 017-411 ` 29 Permit Number SW030/07 Property owner(s) Austin J. Joy Day phone 250.1850 Mailing address (1) P.O. Box 111703 Anchorage, AK 99511 S ITE MaH%j_address (2),']sn rowER ESTATES CIRCLE Zip Code Legal description (Lot, Block & Sub'd.) Lot 4, Block 1, Tower Estates Subdivision Legal description (Section, Township & Range) Lot Size -207. 20 Acre q. Ft. Number of Bedrooms Five (5) THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ® Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made fora Single Family Dwelling and is in accordance with applicable Municipal Codes. &L-stiot.uCr (Signature of property owner or authorized agent) Permit Fees: 57j(7 Waiver Fees: Date of Payment: _ZI z 14 aJ' Date of Payment: Receipt Number:—7-._1P1 Receipt Number: (Rev. 12/00) VTU April 23, 2003 Municipality of Anchorage . Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 4, Block 1, Tower Estates Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of Lot 4, Block 1, Tower Estates Subdivision intends to construct a new five - bedroom home on the lot. We are therefore requesting a permit be issued for the construction of a new well and septic system to serve the home. The attached Site Plan and backup documentation identify the location of the well and configuration of the new septic system and alternate site and the parameters used in the design. Also identified on the plans are the test hole locations and the wells and septic systems on the surrounding lots. Drainage arrows and spot elevations are shown indicating the current drainage patterns. The drainage patterns will be maintained after construction. The lot contains a total of five acres of surface area. Much of the area, however is very steep and unusable. Other areas are plagued by shallow bedrock. The proposed area of the new absorption bed has more than 2' of in place accepting soils and is on a slope of nearly 10%. Sand will be required to level the bed and to provide the necessary 6' separation to bedrock. We are proposing the use of the Advantex Treatment System due to presence of bedrock and shortage of usable area for primary and alternate absorption bed site. The test holes placed near the location of the proposed absorption bed indicated silty sand with some gravel and percolation rates approximating 5 minutes per inch. No ground water was found during placement of the test holes and none was noted during the monitoring period. We are therefore proposing to place a 1,500 gallon septic tank and 2 AX20 Mode 1A 40" x 94" pods. Effluent will be disposed in a shallow bed 15' wide and 30' long. The bed will be constructed above grade to provide 6' separation from the bottom of the bed to bedrock. Sufficient cover will be provided to prevent freezing. The ground surface on the lot slopes as shown on the cross section attached from north to south at varying slopes. The absorption bed will be constructed parallel with the slope as much as possible in conformance with Municipal requirements. All Lot 4, Block 1, Tower Estates Aprit.23, 2003 Page Two components of the new septic system will be constructed a minimum of 100' from any surface water and wells in the area. If the system is constructed in accordance with our design the following statements apply: 1. The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, � Michael E. Anderson, P.E. Attachments 49th MICHAEL E. ANDERSON No. CE -4381 With 2 i 40x94 2000 cm4i0N Treatment System 20 Mode 1A TH 4 Alternate Site GCI Communications Tower on this Lot. No Well or Septic System. 15' Wide -X Absorption TH 1 Long NOTE: No Conflicts With Wells or Septic Systems in the Area. 4 SITE PLAN SCALE 1" = 50' 49th MICHAEL E. ANDERSON No. CEd 81 LOT 4, BLOCK 1, TOWER ESTATES SUBDIVISION ABSORPTION BED DESIGN FACTORS: SYSTEM REQUIREMENTS: 5 Bedroom Home Shallow Bed Disposal System Perc. Rate: 3-5 Mindinch 5 Bdrm. Advantex Treatment System Application Rate: 2 GPD/SF 1' Total Drain Field Rock 5 Bedrooms X 150SFIBedroom 12 GPD/SF (Application Factor) = 375 Square Feet 375 SF/15 LF (Width of Bed) = 25 LF Length of Bed Therefore: Construct an Absorption Bed 30' in Length and 15' Wide for a Total of 450 Square Feet of Absorption Area. Bottom of Distribution Piping to be Placed 1.5' Above Existing Ground Level. Place Clean, Coarse Sand to Level Existing Ground. Bottom of - Bed to be 1' Above Existing Ground. Mound Over Bed to Provide 3' Minimum Cover or Provide 2' Direct Bury Insulation and 2' Minimum Cover to Prevent Frost Penetration. 2" Insulation & 2' Cover .5 0 0 0 .5' Drainfield Rock 4" PVC 5' Existing Clean Sand (See Specification) 9 Ground 10% 2.5' 5' 5' 23 SHALLOW BED DETAIL (NO SCALE) 4 11 .rte.,:• ;•• 49th. :•MICHAEL E ANDERSON NOTE: Grade Area to Drain Away. ♦ c ; ♦ ��, :• NO. -CE-4381 Maintain 6' Separation From Bedrock. Provide 3' of Cover or 2" Insulation and 2' Cover. +4D�s== ::' Maintain 4' Separation From Groundwater. Maintain 100' Separation From Private Well Surface Water. INLET FINIAL 6' JIM CAP (TYP2) 6" PVC PUMP—OUi (TYP2; 6' PVC COUPLING GLUED TO TANK OYP2) SEWER >@bWOoROCK 30 INCH AdvanTex' Treatment System AA20 Mode P.EEN0.SIMTHE O -o ADVANTEX MANUAL INSTALLEDOVEROVE�°ESEPnC INSULATION TO BEYOND NT ALL SIDES EXCEPT UNDER THE FILTER. THIS WILL ALLOW - 1a 40x94Pod Orerco Sy rems� ��-4 -' FOR HEAT TO ESCAPE FROM TANK & HEAT RISE TO THE FILTER ABOVE iT_ INLET FINIAL 6' JIM CAP (TYP2) 6" PVC PUMP—OUi (TYP2; 6' PVC COUPLING GLUED TO TANK OYP2) SEWER >@bWOoROCK 30 INCH SYSTEM SECTION NOT TO SCALE r 0 ................ MICHAEL E. ANDERSON NOTE: SYSTEM MUST BE PLACED IN STRICT CONFORMANCE WITH�� J No CE -4351 MANUFACTURER'S RECOMMENDATIONS. %N. INLET dI� j ORENCO -' BIOTUBE ___ SCREENED VAULT SLIDE SECTION - i OF G' PIPE OVER THIS CONNECTION 4-BEDRQ�M` - ORENCO TO PROVIDE - EFFLUENT SHEER PROD TO ADVANTEX ,; PUMP I RRIDGEocnvArro" -.TANK 'I� `�Iji SYSTEM SECTION NOT TO SCALE r 0 ................ MICHAEL E. ANDERSON NOTE: SYSTEM MUST BE PLACED IN STRICT CONFORMANCE WITH�� J No CE -4351 MANUFACTURER'S RECOMMENDATIONS. %N. 1 2 3 4 5 6 7 8 9 14 15 16 17 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 SOUTH BRAGAW STREET, ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST PROJECT #: PERFORMED FOR: Jay Jay DATE PERFORMED: 3/6/2003 LEGAL DESCRIPTION: Lot 4 Block 1 Tower Estates Subdivision TEST HOLE # 2 SLOPE SITE PLAN SILTY -SAND Medium Dense --SM BEDROCK WAS GROUNDWATER ENCOUNTERED? IF YES, WHAT DEPTH? DEPTH OF WATER AFTER MONITORING: {p.- DATE: None S L 0 P E N SEE SITE PLAN NO SCALE / SEE ASBUILT SEE SITE PLAN READING DATE GROSS TIME NET TIME DEPTH OF WATER NET DROP Start 3/6/03 1530 6-88" 1 1540 10 8.75' 1.88" Recharge 15:47 6.88" 2 1602 15 10.0" 3.12 Recharge 16:14 6.88" 3 16:29 15 9.94" 106" Recharge 1631 6.88" 4 16:46 15 9.88" 3.0" PERC RATE: 5.0 MIN./INCH PERC. HOLE DIAMETER: 9" TEST RUN BETWEEN 2 FT. AND 3 FT. COMMENTS: HOLE PRESOAKED PRIOR TO TEST TEST PERFORMED BY: ALAN HARALA I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 4/22/2003 1 2 3 4 5 6 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 SOUTH BRAGAW STREET, ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST PROJECT #: PERFORMED FOR: Jay Joy DATE PERFORMED: 3/6/2003 LEGAL DESCRIPTION: Lot 4. Block 1. Tower Estates Subdivision TEST HOLE # 1 SLOPE BEDROCK 0 rn rn (n m m r D Z WAS GROUNDWATER GROSS TIME ENCOUNTERED? NO S NET DROP L IF YES, WHAT DEPTH? 0 DEPTH OF WATER None P AFTER MONITORING: E ..__ DATE: 3/24/2003 11.5" � - 49th /�- 0... .. ..........} ........ ... . .......7."�III.Sr�ll:{�r MICHAEL E. ANDERSON W . . NO. CE -4381 : ; , SITE PLAN N SEE SITE PLAN NO SCALE / SEE ASBUILT SEE SITE PLAN READING DATE GROSS TIME NET. TIME DEPTH OF WATER NET DROP Start 3/6/03 15:13 7.5" 1 15:23 10 11.5" 4.0" Recharge 15:27 738" 2 15 37 10 10.12" 2.75" Recharge 1 15:43 1 1 7.5" 3 15:53 10 10.56" 3.06" Recharge 15:56 7.5" 4 16:06 10 10.44" 2.94" PERC RATE: 3.4 MIN./INCH PERC. HOLE DIAMETER: 9" TEST RUN BETWEEN 2 FT. AND 3 FT. COMMENTS: HOLE PRESOAKED PRIOR TO TEST TEST PERFORMED BY: ALAN HARALA I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 4/22/2003 - o o y ti O l: N A i 0 - o o y ti O l: N 0 N x w 0 - o o y O x w 0 d aT o- o CD 0 a� o' m I . N . � a O C O 3 o n T co W O O m n N A 3• `Q W m � mCD a a• 0 C m c 0 • • •- r'� Municipality of Anchorage ° On-Site Water and Wastewater Program 'ail (907) 343-7904 s A E T Y Certificate of On-Site Systems Approval Parcel I.D. 017-411-29 Expiration Date: NI o V 281 .2011 1. GENERAL INFORMATION: Complete legal description Tower Estates: Block 1, Lot 4 Location (site address) 8750 Tower Estates Circle*Anchorage, AK Current Property owner(s) Edwin Kim&Jacquelin Lee Day phone Mailing address 8750 Tower Estates Circle*Anchorage,AK Real Estate Agent Natalie Lewis Day phone 865-6406 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 5 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver/Variance request for: Distance: Received by: Date: `Y COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 5g(,, Waiver Fee $ Date of Payment x/9-1 11' Date of Payment Receipt Number Ct9e956 Receipt Number COSA# OO UW0-1-A Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm: Garness Enciineerinq Group,Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road,Suite 101-Anchorage,Alaska 99507 } Engineer's Printed Name: Jeffrey A. Garness Date: S 1 Lf// . .,zQoq�4� In conducting this evaluation,GEG provided an engineering evaluation of the well and/or septic system o OF A, ,%'N in accordance with the guidelines and regulations established by the Municipality of Anchorage and 4.5:7,4\c„, ..••.... !� n industry practices. The reported results describe the condition of the system/s on the date/s of the p -.•• t11� evaluation. Separation distances were measured to readily identifiable features. Hidden defects or 1,- TH I _ �VnO encroachments may exist that were not identified during the evaluation. The operational life of all wells rj . 4 ir,1 .. *V and septic systems depend upon a variety of variables, including but not limited to, soil conditions, g a groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship),and the water usage of the family utilizing the system/s. These conditions can vary,and ,r .. .,. , are outside the control of GEG. Satisfactory test results do not guarantee future performance of the //y '• -f . y A. am e-s: 0 system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of �n CE-79 3 '• c:Q� the well or septic system. GEG makes no representation whether an alternative well or septic system VQ 9 • c;'O can be installed on the property in the event either of the current systems fail to perform adequately in Qw.. .I.Z� 1' o°o the future. The content of this report is for the sole benefit of the person/party that retained GEG to Q�Pa Pte°fess°o°op perform the evaluation. Reliance upon the information provided in this report by any other person or DOp,0bQoa party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. #AECC884 6. DSD SIGNATURE System #1 Approved for 5 bedrooms System #2 Approved for bedrooms Disapproved Conditional approval for bedrooms, with the following stipulations-:?' '(-, J ~ ON-Si i t VIA;cP . . ,r,r-r om -c C' 1 vino-, p 1 ID t-(, JR,��II By: kiketA .cL}` Original Certificate Date: /22/201 7 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 blue sheet_10-10-72.doc .0 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: Tower Estates; Block 1, Lot 4 Parcel ID: 017-411-29 A. WELL DATA Well type Private If A, B, or C provide PWSID# N/A Well Log (Y/N) Yes Date completed 5/24/2003 Sanitary seal (Y/N) Yes Wires properly protected (Y/N) Yes Total depth 600 ft. Cased to 25 ft. Casing height (above ground) 18+ in. FROM WELL LOG AT INSPECTION Date of test 5/24/2003 8/4/2017 Static water level 105 ft. 89.5 ft. Well production 2 g.p.m. 1.4+ g.p.m. WATER SAMPLE RESULTS: Coliform Neg colonies/100 ml. Nitrate 0 mg./L. Collected by: GEG. Ltd. Arsenic: <5 ug./L. Date of sample: 8/4/2017 B. SEPTIC/HOLDING TANK DATA Tank Type/Material ADVANTEX/STEEL Date installed 7/15-17/2003 Tank size 2000 gal. Number of Compartments 2 Cleanouts (Y/N) Yes Foundation cleanout(Y/N) Yes Depression over tank (Y/N) Na High water alarm (Y/N) Yes Date of pumping N/A Pumper — C. ABSORPTION FIELD DATA I'BELOW EXISTING GRADE 7/15-17/2003 Soil d./ r""ft2/bdrm Bed Date installedrating "g.p. ) 2 System type Length 30 ft. Width 15 ft. Gravel below pipe 0.5 ft. Total depth *4.5+ ft. Eff. absorption area 450 ft2 Monitoring tube Yes Depression over field No Date of adequacy test 8/4/2017 Results (Pass/Fail) Pass For 5 bedrooms Fluid depth in absorption field before test 0 in. Water added 749 gal. New depth 0 in. Elapsed Time: 0 min. Final fluid depth 0 in. Absorption rate >= 750+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N &type) None Known If yes, give date — _ Property was vacant less than 60 days per agent assistant that placed the order, so no presoak was performed D. LIFT STATION , Date installed Size in gallons Manhole/Access (Y/N "Pump on" level at in. "Pump off' level - High water alarm level at in. Datu Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ On adjacent lots 100'+ Public sewer main 75'+ Public sewer manhole/cleanout 100'+ Sewer/septic service line 25'+ Holding tank 75'+ Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS oo6oOpN,\ G. ENGINEER'S CERTIFICATION o OF a ��d ooh ... N 1 certify that l have determined through field inspections and $. 41 MIA �,�0A . .. • ...0 review of Municipal records that the above systems are in """ o conformance with MOA COSA guidelines in effect on this date. /O :ff , A. Garness: �/ Engineer's Printed Name1,_,, JEFFREY A. GARNESS Q P % CE— 9531 p a B4ea•,. ' \�o Date 'a 0 '°'ofession o %�D0000�a #AECC884 (Rev. 11/05) ,...... 4 ..,.. . ,..,c,. : ..., ,...„ G .. • . .. j! � ,. El_EC E T LIP / , m.A O o ` LL / 4p ,cc.s s.Y: SINGLE FAMILY FRAME HOUSE 'c 12.1 1. 4 ,-.42/2/0 l 9re. ?! a" 15' J, t ASDYIHt NOOO FRAME 4 eurim 90 8O 482' D 4, `ger l� c3. 4 44,V >> 2 al O Cr, W to) A tO W 1::. T1 LI s 1-1 LC: LSIY.- N 89 57' 05" W 557.47 P�COFq�4 0,�� -o' `5�4�0 $�J'. 49 TH ��4 , AS BUILT SURVEY 1" =60' OSia+w ri� 4 --a NO CORNERS SET TNI$GATE r SURVEY ORDERED BY' O p DAR WALDEN@ I HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY V ,F . • SHANE A.HOLT KELLER WILLIAMS Q0� Q OF THE FOLLOWING DESCRIBED PROPERTY LS43914 .s"'/G' LOT 4, BLOCK 1, TOWER ESTATES SUB. (VA, .-. - e''cQ AUG 12017 �p /e 3-2101,111 l-q" ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE DD� VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN •rt TKO.M.TIONHEREON U fat THE USE Or LENDING INSTITORO..SMECIFICMLT TO SNOW MN THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS rpaIKrsSETWRa.FO STNS ST.VCraES ANG PLATTED LOT LINES ANDIQI EASEMENTS.AND IS E%IST OTHER THAN NOTED. NOT TO C YsEDKO R)9TI0.1*ADDITIONAL STDUCTLMES IPMOYEMENTS.Q RNGFI.INES DATED AT ANCHDRAGE,ALASKA THIS_2111/ DAY OF EASEN..OF RECO.On.1,«N 114O]F....ON T.1.0m KAT.AC NOT WPM ACMON(YRAF35 IMIGIFD) _AUGUST , 2817. FPL T LAND SW YEY INF, NOTE.ENCEIINESTMATMAY A00IT ONnR.WIN. 030AN NOT TO OE USED TO 0111111.E 9109 GROVERDRI9T .OPEATY UN.00P0SITION ADDI TI ON.IM/POYEMENT3 .NLNODAIE.TR 99501 •Nn PA.I16 SN01N 11112E 04 a.Y RE AP,OYIINTE WE TO FREESSIYE SNOW AND/OR I/O 145-5313 0850.FR 105-13.111-54.111-IB.GCI TONER PROJECT 0810112017 16:04 Anchorage Tank (FAX907 277 371 5 P.0011001 292 300II ■■ ■ um s OM■l■ ■■■■ ■■■■ ■■■ I■■w■ I■ II III I am ,es mil ■■UUU •\■l•U■ IX MI ■■I ■ ■ ■ ■■ ■■I III in o Advar>Texa Field Maintenance Report AnchorageTank �-' 907-272-3543 Annual Inspection oP�bta p,oporty Ownoeff asking* Larry Befits Edwin Kim&Jacqueline Lee GpntnctPnor° s„�,�� 555-5555 8750 Tower Estates Circle,Anchorage AK 99516 NM (907)a ul N 555nt -555 CountynctIon IC I Pop N RTV 06123/20 6 AX-102196AX Sho N201969 201967 RTU142187 SW030107 _ — — Retrieve O&M Info Measure Sludge/Scum sours Daily flow �— r Sludge Pr®vlous Current Previous 1st Compartment Current ,� Retire ratio , - Previous Timer settings: 2nd Compartment Current f Previous Current Inspect/Clean AdvanTex Filter lrrape clean Odor: 1JNommal DPungent Laterals/Orrllces J Perform Field Sampling/Observations B;omat 71'Normal ❑E xcesaive Pod Bottom a- NW(15±NTUS) PH(8'g) ,/ DO(2.81 BrldgI� g in 1Ponding: None/Minor [Excessive Intake Vent �- LI�[ ul —L 2— _1 SystemInspect/Clean Discharge Pump em Inspect Clean J. l Inspect Odor of Sample Riser/Lid ❑ Floats ❑ ❑ Typical 1=,1 musty ❑Earthy ❑Moldy Splice Box ❑ Pump ❑ ❑ Non-typical ❑SUHIde ❑Cabbage 17j Decay ❑ r� Float cords Oily film In PVU ❑Yes o Foam In tank C.]Yes Ow Inspect/Service Other System Components Inape CIe ( Inspect CIIa(an Check Control Panel Disinfection Equipment "KI Dispersal Laterals/Orifices FLT ❑ Reclrc Amps Discharge Amps Obsen/atlons `k.\ Additional Services Rettds ❑Cleaned textile sheets? Replaced UV Items? Audible and visual alarms -e.91‹- [l poplueed/Used other Items? n Dial toe(telemetry only) Li Tas Cl No Parts Used:W=Warranty,B=Billable(I appropriate selection) Inspect/Clean Pump System w B Item Number Description Inset Clown Riser/Litl SpRce Box Float Cords L- l Floats Final afety Inspection RSV reiretalled da bolted on Pump flush valves closed LJ Control panel reactivated Blotube-Filter 41 Manifold reconnected; Biotube Pump Vault Summary/Recommendations Recirculating Splitter Valve System performing;no further action needed ri Tank needs pumping ❑Call for service 0 mer? Commence � �� FJ ,�� r �/ Date----41 4 Signator® >LAA-4--- -- 4J Fax completed form to 1-866-384-7404 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND Nicholas Mc6rath THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this Day of of 2017, by and between Nicholas McGrath herein the"OWNER,"and the Municipality of Anchorage,herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein,the parties to this Maintenance and Repair Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS),described as 8750 Tower Estates Circle, Anchorage, AK 99516 located at(legal description). Tower Estates L4 B1 2. Definitions. Alteration. Any change to the design or function of an AWWTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On-Site Systems Approval (COSA). An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with Anchorage Municipal Code(hereinafter, "AMC") 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts,components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. Permit. An On-Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AWWTS. 3. Term. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA, and shall continue while the AWWTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations, Installation and Removal of Additional Equipment. Prior to performing any alterations to an AWWTS,the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement,the Owner shall maintain their AWWTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the municipality and the manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement,and any renewals thereof, at the owner's sole expense,to pay for any and all: (1) repair(s), (2) maintenance, (3)adjustment(s),(4)replacement costs, and(5) inspection costs. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AWWTS. C. Upon request by the Municipality,the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor,the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance,repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On-Site Systems Approval. H. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction,maintenance and repair of the Owner's AWWTS. 6. Nonwaiver. The failure of either party at any time to enforce a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 7. Amendment. A. This Maintenance and Repair Agreement shall only be amended,modified or changed by a writing, executed by authorized representatives of the parties,with the same formality that this Maintenance and Repair Agreement was executed with, and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this agreement, the only authorized representatives of the parties are: a. Owner: Nicholas McGrath b. Municipality: Director,Community Development or designated authority C. Any attempt to amend,modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Maintenance and Repair Agreement. 9. Severability. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. OWNER: By: `-'— (signature) Date: tr /772 7 Nicholas McGrath (print name) STATE OF ALASKA ) )ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknqwledged before me this 1-day of , 201?, by N who tat M yal�1 NO ARY F► IC ' ALASKA My Commission expir- .O O . L' I - - OFFICIAL SEAL ..: STA NotaryTEOF PuhlicALASKA 4N' Steele J.Stigsr " 'Commission Expires 09/14/2019' MUNICIPALITY: r/1 By: I'��l�t�C4 A (ljuteAS (signature) Date: 8 1 201 12ebe a ea.. CAr+ro U (print name) Title: Parcell.D. Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www.muni.org/onsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING 017-411-29 1. GENERAL INFORMATION Complete legal description f24 ER COSA# 05C. Expiration Dater - L_: % % Lot 4, Block 1, Tower Estates Subdivision Location (site address) 8750 Tower Estates Circle Anchorage, AK 99516 Current Property owner(s) Austin and Regena Mailing address Lending agency Mailing address Real Estate Agent Mailing Address 8750 Tower Estates Circle Anchorage, AK 99516 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: Five (5) 3. TYPE OF WATER SUPPLY: Individual Well ✓❑ Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ Day phone Day phone Day phone 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. 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 Anderson Engineering Address P.O. Box 240773 Anchorage, AK 99524 Engineers Printed Name Michael E. Anderson, P.E. 5. DSDSIG NATURE Approved for (J bedrooms. Disapproved. Phone 522-7773 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 gy_U Original Certificate Date: (Rev. 1IM5) Municipality 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: Lot 4, Block 1, Tower Estates Subdivision Parcel ID: 017-411-29 A. WELL DATA Well type Private If A, B, or C provide PWSID # _ Well Log (Y/N) Y Date completed 5/24/03 Sanitary seal (Y/N) Y Wires properly protected (Y/N) Y Total depth 600 ft. Cased to 25 ft. Casing height (above ground) >18 in. FROM WELL LOG AT INSPECTION Date of test 5/24/03 8/10/2012 Static water level 105 ft. 101.8 ft. Well production 2 9.p -m. 3.2 g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 mL Nitrate .15 mg/L Arsenic: N/DD mg/I Date of sample: 8/10/12 Collected by: J. Berkram B. SEPTIC/HOLDING TANK DATA Tank Type/Material Advantex/Steel Date installed 7/15-17/03 Tank size 2,000 gal. Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout (Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) Y Date of pumping See Maintenance Pumper Records -Anchorage Tank C. ABSORPTION FIELD DATA Date installed 7117/2003 Soil rating (g.p.d./ft2 or ft2/bdrm)2 GPD/SF System type Raised Bed Length 30 ft. Width 15 ft. Gravel below pipe .5 ft. Total depth +4 - +5 ft. Eff. absorption area 450 112 Monitoring tube Y Depression over field N Date of adequacy test 8/10/2012 Results (Pass/Fail) Pass For 5 bedrooms Fluid depth in absorption field before test 0 in. Water added 750 gal. New depth 0 in. Elapsed Time: 0 min. Final fluid depth 0 in. Absorption rate >= 750 g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) N If yes, give date D. LIFT STATION Date installed Size in gallons Manhole/Access (YIN) "Pump on" level at _ in. "Pump off" level at —in. High water alarm level at in. Datum Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankilift station on lot >100' On adjacent lots >100' Absorption field on lot >100' adjacent lots >100' On ad 1 Public sewer main N/A Public sewer manhole/cleanout N/A Sewer /septic service line >25' Holding tank N/A Animal containment areas >50' Manure/animal excrete storage areas >100' SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation >5' Property line >5 Absorption field >5' Water main N/A Water service line >10' Surface water >100' Wells on adjacent lots >100' SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line >10' Building foundation >10' Water main N/A Water Service line >10' Surface water >100' Driveway, parking/vehicle storage >25' Curtain drain None Noted Wells on adjacent lots >100' F. COMMENTS: G. ENGINEER'S CERTIFICATION I certify that t have determined through field inspections and 00-0 review of Municipal records that the above systems are in 0..... �...�.0 conformance with MOA COSA guidelines in effect on this date. 0. •MICK41111L E AMM Engineer's Printed Name Michael E. Anderson, P.E. Date 8/27r2012 ♦�1M�Rt9FESS10M�� COSA Fee $ "tqC) Date of Payment Y 12"-i 11 2, Receipt Number 0 0 �1 (Rev. 11/05) Waiver Fee $ _ Date of Payment Receipt Number vv AS -BUILT SURVEY'', SCALER"=60' !.. THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES OR EASEMENTS AND IS NOT TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES OR FENCELINES. EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT, ARE NOT SHOWN HEREON. NOTE: ANY FENCELINES SHOWN ARE LOCATED APPROXIMATELY AND ARE NOT TO BE USED TO DETERMINE PROPERTY LINES OR LOCATE STRUCTURES. 1 HEREBY CERTIFY THAT I HAVE PERFORMED A MORTGAGEE'S INSPECTION OF THE FOLLOWING DESCRIBED PROPERTY, LOT 4, BLOCK 1, TOWER ESTATES SUB. ANCHORAGE RECORDING DISTRICT, ALASKA AND THAT THE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS EXIST OTHER THAN NOTED. DATED AT ANCHORAGE, ALASKA THIS _ 4TH _ DAY OF AUGUST_ 2009 . HOLT LAND SURVEYING 8869, F8105-13,111-54 TEL. 345-5513 ',FB 137-18