The URL can be used to link to this page

Home My WebLink AboutSEIDLER #1 BLK 2 LT 3Seidler #1 Block 2 Lot 3 #050-131-56 Municipality of Anchorage On-Site Water and Wastewater Program - (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP151226 PID Number: 050-131-56 Dwelling:❑ Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: N New ❑ Upgrade Name: Troy Davis Homes ABSORPTION FIELD ❑ Deep Trench ❑� Shallow Trench ❑ Bed ❑ Mound Address 1689 Knik Goose Bay Rd. Wasilla, AK 99654 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 357-9394 4 1.2 GPD/SF 7 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3,0 Ft. I Gravel depth beneath pipe 4.0 Ft. Subdivision Block Lot Seidler No. 1 2 3 Fill added above original grade 2-3 Ft. I Gravel length 50 Ft. Township Range Section Gravel width 5 Ft. Beds: Number of Lines Distance between lines I Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches 1 From Tank Field Tank Line 5500 Flz 1 Ft. Well >100' >100' >100' NA >255' TANK X Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity 1,250 Gal. Surface Water >100' >100' >100' NA Material Number of compartments Lot Line >5' .5'* >5' NA Steel Two NA Foundation >5' >10' >5' NA LIFT STATION Manufacturer Capacity Curtain Drain None Noted Gal. Remarks *See Lot Line Waiver. Pump on level at in. Pump off level at in. High water alarm at in. Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank D3034 Tankto drainfield 034 Installer Northern Excavation Drainfield F810 CO/MT Inspector W. Roberts BENCHMARK (Assumed elevation) 100.0 ft Inspeection 1& 8/15/15 8/15/15 Location and description ction 2nd 3" 0 Lower Level House. COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL OF A4j%pq ••�t o� Conditional Approval: Date Ar .49TH -7 �* * e p............................ MICHAU E. ANDERSON a? I" CE-4381 Approve t vt,� `' Date - j� t��iiow\1�cs� ��•'' Inspection Report_9-1-12.doc Municipality of Anchorage Permit Number: OSP151226 DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-7904 S236.5' 24.5' C4 142.1 24.7' C5 91.0' 56.6' M1 44.2' 26.2' M2 190.9'1 55.7' Lot 4 PID No. 050-131-56 Page 2 of 3 TRACT D / 'G fit Well J /LAJ I I �\ Four I \ edroom Home ^ Wi / LEGEND ^N 0 Lo � S1 - Septic Vent N Q C4 - Clean Out M1 - Monitor Tube TH - est Hole I MH Hole <u Lot 2 .p S1 2C0 S . 2 C4 —Man 2CO — Double Clea A M1 '9 ,AY_ O•1►o�g1 z 1>1 OF ®I �l = ternate s e 49th Site M .............� Lo 5 I ...�:C ' �i R --MICHAEL E. ANDERSON' i 9,93 S. •I f�?., Na. CE -4381 '� : I ♦��1�� " Ess ..F_......ON :F Lot 95• 3 SITE PLAN W � 4. ' Lot 2 . SCALE ? = 40' Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report 194r,r MOI RiilT7i[ib9'Jib71N�I:f Page 3 of 3 PID No. 050-131-56 50' Trench Length PROFILE AS -BUILT No Scale o N Finished roun 2'Insulsiion 1,250 Gallon Septic Tank90.6 50' Trench Length PROFILE AS -BUILT No Scale Certified Drilling Log " ULLIVANccWATER WELLS P.O. Box 670269, Chugiak, AK 99567 888-2750 OWNER OF LAND: Troy Davis Homes ADDRESS: 1689 Krgik Goose Bay Rd Suite 4 - asiila Bore Hole Dat Depth From To LEGAL DESCRIPTION _Seidler #1 Block 2 Lot 3 DATE: 8-21-15 0 2 PERMIT NUMBER: OSP151226 DATE OF ISSUE: 7-30-15 TAX IDENTIFICATION NUMBER 05013156000 Is well located at approved permit location. OYes ONo Method of Drilling: Bair rotary ❑cable tool Depth of Well: 400' Casing Type: Steel Wall thickness ,250 inches Diameter: 6 inches, depth feet Liner type Static Water Level: 28' feet Recovery Rate 1.8 gpm gph Method of Testing Well Intake Opening Type: 0 open end Zopenhole ❑ Screened Start feet Stopped ❑ Perforations Start feet Stopped Grout Type: Bentonite volume: SO lbs Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: Oves no Method of Disinfection: Chlorine 50 PPM Comments: 2 4 4 8 8 85 85 160 160 220 220 294 294 400 Casing Stickup Overburden Silty Sand & Gravel Bedrock Green Hard Bedrock Gray Bedrock Green Hard Bedrock Gray Hard Bedrock Green Hard Drillers Name: Cole Sullivan ATTENTION: It Is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. MAR -25-2016; 38:278 FROM: TO:3437997 F. 1'1 bevelopment Services Department Building Safety Division • '`a On -Site Water A Wastewater Program 4700 Elmore Road P.O. Box 196650 Markliegich Anchorage, AK 99507 Mayor mtyr,,Narglonsite (907) 343-7904 Pump installation Log Well Drilling Permit Number: Date of Issue: Parcel identification Number:ec==� Legal Description Property Owner Name &Address: i6ls� fd(�6•x 8.Ly%Nao W�5 i Iv.. A��4 99 LSy Date: 3 - OV -1 - l6 Pump Intake Depth Below Top of Well Casing: 3 ,b feet Pump Manufacturer's Name: Wc%'(Ia l Pump Model: 7'f" ZvV, aZw. Pump Size I hp Phless Adapter Burial Depth: /0 feet Pitless Adapter Manufacturer's Name: B-10 PNIesaAdapter Installer: T D/f ' Well Disinfected Upon Completion?I K V es f— No Method of Diainfoetion:CAb r i 4L Comments: Pump Installer Name: T� 017 IWI Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installaUrx:. of A Ment S P _ J M � y op rt ANDERSON ENGINEERING R.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 FAX August 5, 2016 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Lot 3, Block 2, Seidler Subdivision No. 2 Separation Distance Waiver Absorption Trench to Lot Line Dear On Site Services Engineer: The lot lines on the subject lot were not located prior to construction of the absorption trench on the lot. The absorption trench was placed .5' from the eastern lot line. The trench does not impact the property to the east as it is the Municipal Right of Way for Laurie Circle which is more than 60' wide at that location. We request a waiver be issued allowing the trench to remain .5' from the north property line. Sincerely, 'VPJ'Z 'r ate_, Michael E. Anderson, P.E. 49th MICHAEL E. ANDERSON No. CE -4381 . On -Site Water & Wastewater 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: OSP151226 Tax Code Number: 05013156000 Work Type: Welseptic Initial Permit Effective Dates: July 30, 2015 to July 29, 2016 Design Engineer: ANDERSON ENGINEERING Subdivision: SEIDLER #1 Site Legal Address: SEIDLER #1 BLK 2 LT 3 G:0253 Owner/Address: TROY DAVIS HOMES INC 1689 KNIK GOOSE BAY RD STE 400 WASILLA AK 996547059 Site Mailing Address: 11810 LAURIE CIR, Eagle River This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank Lot Size in Sq Ft: 39939 Total Bedrooms: 4 N Privy Y 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 BI Issued By: Community Development Department Development Services Division On -Site Water & Wastewater Program Parcel LD. JUL 15 2015 0 Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION 050-131-56 Property owner(s) Troy Davis Homes Day phone 310-2501 Mailing address 1689 Knik Goose Bay Road, Suite 400 Wasilla, AK 99654 Site address 11810 Laurie Circle Eagle River, AK 99577 Legal description (Sub'd., Block & Lot) Seidler #1, Block 2, Lot 3 Legal description (Township, Range & Section) Lot Size 39939 Sq. Ft. Number of Bedrooms Four APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: Date of Payment: (® all that apply) Receipt Number:Receipt Number: 0101 Absorption Field ❑X Initial R Single Family (SF) Q (w/wo ADU) Septic Tank Q Upgrade F]Duplex ❑ (D) Holding Tank ElRenewal F-1 Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑X Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. Q 'E (.�' (Signature of property owner or authorized agent) Permit/Rush Fees: Waiver Fees: Date of Payment: Date of Payment: Receipt Number:Receipt Number: 0101 Permit No. 0,13 Waiver No. Permit App_.: ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 FAX July 13, 2015 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 3, Block 2, Seidler Subdivision No. 1 Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of Lot 3, Block 2, Seidler Subdivision No. 1 intends to construct a new four- bedroom home on the lot. We are therefore requesting a permit be issued for the construction of a new well and septic system to accommodate the home. The attached Site Plan and backup documentation identify the location and configuration of the proposed well and septic system along with the alternate site. Also identified on the plans are the existing wells and septic systems on surrounding lots. No conflicts exist between the proposed septic system and well or septic systems and wells on adjacent lots. Ground surface contours and drainage arrows are shown on the site plan showing the grade and direction of flow on the lot. The drainage pattern will not be changed as a result of this project. A test hole was placed on the lot in the area of the absorption trench and alternate site. The logs indicate silty sand with gravel (SM) in the zone specified for the absorption trench. The percolation rate of the soil was determined to be 2.1 minutes per inch. No groundwater was found during the placement of the test hole and none was noted during the monitoring period. An application rate of 1.2 gallons per day per square foot was used in the design of the absorption system. We are proposing to place a new 1,250 -gallon septic tank and a 50' long by 5' wide by 4' effective depth absorption trench to treat and dispose of the effluent generated in the house. The elevation of the distribution line in the absorption trench will be 3' below the surface and the total depth will be 7'. A minimum of 3' of fill or 2" of insulation and 2' of fill will be placed over the absorption trench and 4' over the septic tank. The ground surface on the lot in the area of the septic system slopes to the southwest. The new trench will be constructed parallel with the contours of the slope as much as Lot 3, Block 2, Seidler Subdivision No. 1 July 14, 2015 Page Two possible in conformance with Municipal requirements. The new septic system will be constructed a minimum of 100' from all wells and any surface water and 10' the proposed and existing water services 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. Siinsc�e�relyy, �% &"0" Michael E. Anderson, P.E. Attachments r`•.;9• MICHAEL E. ANDERSON 1. No. CE -4381 . 0 m Existing Well NOTE: No Surface Water Within 100' of Any Part of the New Septic System. LEGEND SV — Septic Vent CO — Clean Out MT — Monitor Tube TH — Test Hole MH — Man Hole CONTOUR INTERVAL — 2'� 114. SEIDLER ADDN. NO 41 LOT 3, BLOCK 2 39,939 S.F. :` 49th /.....:. ........... . !'.MICHAEL E. ANDERSON • *If'S, No. CE -43u811 ti4 ESS SITE PLAN SCALE 1' = 40' LOT 3, BLOCK 2, SEIDLER SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Four Bedroom Home 5' Wide Trench System Perc. Rate: 1-5 Min./inch 1,250 Gallon Septic Tank Application Rate: 1.2 GPD/SF 4' Drainfield Rock 4 Bedrooms * 150 GPD/Bedroom = 600 GPD 600 GPD/1.2 GPD/SF/5 SF/LF (Width) *.5 (Red. Factor)= 50 LF Trench Length THEREFORE: Construct a 50' Long x 5' Wide x 4' Effective Depth Absorption Trench. Flow Line Elevation in Trench to be 3' Below Original Ground Surface. Total Depth to be 7' Below Existing Ground. Provide 3' Cover Over Absorption Trench and 4' Cover Over Septic Tank. 5' TYPICAL 5' WIDE TRENCH SECTION � (NO SCALE) OF ��P�.............�,� i GJ; NOTE: Grade Area Over Trench to Drain Away. : ; Minimum 6' Separation From Bedrock. �..... 49tH Minimum 4' Separation From Groundwater. i/ Minimum 100' Separation From Private Wells in the Area. �R :, MICHAEL E. ANDERSON Minimum 100' Separation From Surface Water or Streams. �� t�+. NO. CE4381 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 DEPTH (feet) 1- 2 3 4 5 6- 7- 8- 9- 10- 11- 14 15 16 17 18 19 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: Lor 5, BLOCK 2, SEIDLER N0. I PERFORMED FOR: TROY DAVIS HOMES DATE: 5/1/15 PROJECT No.: PARCEL ID#: TECHNICIAN: OG/OL Silty Sand w/Gravel SM TEST HOLE 1 WAS GROUND WATER ENCOUNTERED? No IF YES @WH DEPTH OF WATER AFTER MO DATE OF MO Bottom Hole @ 17.5' 49th / V IAEL E. ANDERSON No. CE -4381 WR AT DEPTH? MONITORING: None NITORING: 5/15/15 2% DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) DEPTH TO WATER (INCHES) NET DROP (INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: 5/1 1 5:03/5:13 10 1.13"/6.00" 4.87" 2 5:14/5:24 10 1.25"/6.00" 4.75" 3 5:25/5:35 10 1.00"/5.75" 4.75" 4 5:36/5:46 10 1.25^/6.00" 4.75" 5 5:47/5:57 10 1.13°/5.88^ 4.74" 6 5:58/6:08 1 10 1.00"/5.75" 4.75" 1 PERCOLATION RATE:: 2.1 (MIN/INCH) PERC. HOLE DIA.--L-(INCHES) TEST RUN BETWEEN: 4 FT. and 5 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 7/14/15 • Municipality of Anc On -Site Water and Wastewater (907) 343-7904 Certificate of On -Site Systems Parcel I.D. 050-131-56 1. GENERAL INFORMATION Complete legal description Location (site address) AUG 0 5 2016 P3 13' t or ute:t 5g1,- ` Expiration Da�1 Seidler No. 1, Block 2, Lot 3 11810 Laurie Circle Chugiak, AK 99567 Current Property owner(s) Mailing address Troy Davis Homes, Inc. Day phone 357-9394 1689 Knik Goose Bay Road, No. 400 Wasilla, AK 99654 Real Estate Agent Day phone 2. TYPE OF DWELLING: I] Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: Four 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well. Fx 1 _ Individual ED Individual Water Storage ❑ Holding Tank ❑ Community Ciass Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver/Variance request for: Lot Line Waiver Distance: .51 COSA to be released to the engineer, unless requested by the engineer. COSA Fee $ * to "26 Waiver Fee $ Date of Payment gig ll& Date of Payment $1 BL((p Receipt Number Receipt Number COSA# (3,5cl&t'8t w Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal mixed 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 Phone Address P.O. Box 240773 Anchorage, AK 99524 522-7773 Engineer's Printed Name Michael E. Anderson, P.E. Date $/4/16 N OF 6. DSD SIGNATURE System #1 Approved for System #2 Approved for Disapproved Conditional approval for YL bedrooms bedrooms bedrooms, with the following •;9 o MICHAELg,9-ANDERSON :4 n CE=4381: stipulations: By: �-wvt 1 G 4 Original Certificate Date: ' 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. - ATTACHMENTS: COSA Checklist x Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSAbluesheet E c 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: Seidler No. 1, Block 2, Lot 3 A. WELL DATA Well type Private If A, B, or C provide PWSID # Date completed 8/21/15 Sanitary seal (Y/N) Y Total depth 400 ft. Cased to 44 ft. FROM WELL LOG Date of test 3/26/15 Static water level M Well production 1.8 WATER SAMPLE RESULTS: ft. g.p.m. Coliform 0 colonies/100 mL Nitrate -307 mg/L Arsenic ND ug/L Date of sample: 7/15/16 Parcel ID: 050-131-56 Well Log (YM) Y Wires properly protected (Y/N) Y Casing height (above ground) >18 in. AT INSPECTION ft. Collected by: Anderson Engrg. B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Date installed_ Tank size 1,250 gal Number of Compartments 2 Cleanouts (Y/N) _ Y N 8/15/15 Y Foundation cleanout (YM) _ Depression over tank (YIN)_ High water alarm (Y/N) Date of pumping New Const. Pumper C. ABSORPTION FIELD DATA Date installed 8/15/15 Soil rating (g.p.d./ft2 or ft2/bdrm) 1.2 GPD/SF System type 5' Wide Length 50 ft: Width 5 ft. Gravel below pipe 4 ft. Total depth 9-10 ft. Eff. absorption area 500 ft2 Monitoring tube Y Depression over field N Date of adequacy test New Const. Results (Pass/Fail) For _ bedrooms Fluid depth in absorption field before test in. Water added gal. New depth in. Elapsed Time: min. Final fluid depth in. Absorption rate >= g.p.d. N IF Any rejuvenation treatment (past 12 mo.) (YIN & type) If yes, give date D. LIFT STATION Date installed "Pump on" level at Datum Size in gallons in. "Pump off" level at in. E. SEPARATION DISTANCES WELL ON LOT TO: Cycles tested Septictank/lift station on lot >100' Absorption field on lot >100' Public sewer main >75' Sewer /septic service line >25' Animal containment areas >50' SEPTIC/HOLDING TANK ON LOT TO: Manhole/Access (YM) _ High water alarm level at Meets alarm & circuit requirements? On adjacent lots On adjacent lots >100' >100' Public sewer manhole%leanout >100' Holding tank N/A Manure/animal excrete storage areas >100' Building foundation >51 Property line > 59' Water main >1 0, > Water service line 10 Wells on adjacent lots >100' ABSORPTION FIELD ON LOT TO: Property line •5 Building foundation >10 Water Service line >10 Surfacewater >100 Curtain drain None Noted Wells on adjacent lots >100, F. COMMENTS "See Lot Line Waiver. 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 Michael E. Anderson, P.E. Date 8/4/16 COSA brown sheet 10.10-12.doc Absorption field >5, Surface water >100' Water main >10, Driveway, parking/vehicle storage >10, in. Lot 2 55 Lot 4 TRACT D N O / h ro WELL I SEPTIC Lot 3 39,939 s.f. Lot 2 PLOT PLAN — AS BUILT X L=36.14' y R=50.007 L=36.14' \ R=50.00' 1 � I NOTE: FOUNDATION, WELL & SEPTIC ONLY SCALE 1" = 50' GRID NW 253 Project No. 16-012/B5 Lang & Associates, Inc. 11500 Daryl Avenue, Anchorage, Alaska (907) 522-6476 Phone Registered Land Surveyors (907) 522-4625 Fax kenOlangsurvey.com / jonothanOlongsurvey.com Quo` I hereby certify that I have surveyed the following described property: GI LOT 3, BLOCK 2, SEIDLER SUBDIVISION, ADDN. No. 1 (PLAT 71-124) a* Anchorage Recording District, Alaska, and that the Improvements situated thereon aro �. within the property lines and do not encroach onto the property adjacent thereto, that Q no improvements on the property lying adjacent thereto encroach on the surveyed l7 promises and that there are no roadways, transmission lines or other visible Q I easements on said property except as Indicated hereon. �o Dated this the Day of TZMo[AJ" . 2tAt, at Anchorage, Alaska O It is the responsibility of the owner to determine the existence of any easements, 44� covenants, or restrictions which do not appear on the recorded subdivision plat. 99515-3049