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HomeMy WebLinkAboutMCMAHON #1 BLK 6 LT 3McMahon #1 Block 6 Lot 3 #017-361-25 Municipality of Anchorage Development Services Department Building Safety DMaion Onsite Water and Wastewater Program. 4790 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-885o Page / of www d anchorage.ak us (907) 3437904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SW070096 PID Number: 017-361-25 N'ne DAVID & BARBARA LUNDEBY Wastewater System: ❑ New © Upgrade pan. 3850 DOROSHIN DRIVE, ANCHORAGE, AK 99516 ABSORPTION FIELD Phar renw«a eeaioanw 4 B Dep Tt- 4 D SrMtow T w it DOW O Maub D 0ttw LEGAL DESCRIPTION Soi Rmq N1.2/S1.0 Ta" 09M eam aaw tysoF N12.5/S7.5 ewh 6 La 3 Sanwuon' McMAHON #1 Gram Dain b ppe tbmm eom-ww VpF N 5.5 / S 4.47 F, Grew owe, Crave, We Ft. N 7.0 / S 3.03 Ft Toiwi"p R'.aF aeC0a1 Fe abW �or'Wt"VeeF Grua lwph N0.4/S 1.7 Ft. N451S25 Fl. Well: []New El Upgrade G reww"a Nnb"arw 'K.°""'" 2.5 n, 2 1414' Ft cwuo� QP Me. A 0. C) Taal DOM Cana b T"aaarpo'. Pp M"m" Ft. Ft N 630 / S 151 FT ASTM D3034 / F810 DNw DaeDaM SiNC WaN level e1MYr Dae xMrp Ft A+ HOME SERVICES August 6.2007 rrob P� Sma Caepwprx�eo�w C. cru Ft. Ft TANK SEPARATION DISTANCES 0 Septic ❑ Holding ❑ S.T.E.P. ❑ Other. To Septic Absorption Ufl Holding lubiriprivate au.a y Flom Tank Field Station Tank Sewer Line Anchorage Tank & Welding 1250 G" v'. 100.5' 113' 87' mal STEEL M".m"ac"ap"w" 2 ewawwaa too'+ 100'+ _ LIFT STATION La Lae 35' 2.5' _ _ e Got " FaFwFpon t4' 22' Two on'Mwa 'Pz; rrwa Nan r"a "snit rA V— Clam Dren — Hnp MYe d Moo" Ewlrcr n'peooaq p'bmp eF It r 2"insulationon septic tank. 2fllot line waiver to east property : � �',�::BENCH MARK Lannon sits pompom line. 2511 trench with 3I effective is connected to 1978 trench Bottom of siding at southeast comer of house, south wall with flow splitters, so that 25% of flow goes to new trench and eom 100.00 FIL 75% goes to 1978 trench (balanced by absorption area). Inspections performed by: CINDY W. ELLIS. P.E. Dates: 11' 8/3/07 I.:; : Engineees Stamp L' 2048/3/07 Development Services Department Approval 49L y Conditional Approval Date: t Cin y W. Ellis 1 Reviewed and approved by: _ Date: .7 9 o; .CE-1o$77 1rt« owet .• DOROSHIN AVENUE 3850 Doroshin S 88005'00"E 150.00' 0 v, N W 0 0 0 0 0 0 AS -BUILT NOTE: This is an engineering drawing, not an asbuilt survey. O \ �i1i Block 6 I� 4_ CO N v I Well radius=l0 IEast property line WELL \ and well radii R, were marked by a (LOT 3) �0 registered Land Surveyor I _ e I \ / C L C\ / z C EXISi1p11G HOUS� / B \ v A FCO 1 / TH#2o MTZ&\ I / T1 / ST2 -74 DC01 CO & MT1 U sump DCO2 DCO2 DV .\ / GGtyEaseme i \ \ 05 — SFS 03 &MT3 I � C04 0� 75'4204„ 1 S4.7 7 1 McMahon #1 Blk 6 Lot 3 0 0O040p Record Drawing of Septic Upgrade o �� OF,glq pi David & Barbara Lundeby Parcel IU 017-361-25 Watkins Engineering, Inc. 49It+ , Permit No. SW070096 o i'Z . /�'�i p.;...... ..... Cindy W. Ellis, P.E. P.O. Box 110443 ego i, c E 10577 August 27, 2007 Anchorage, Alaska 99511-0443 �����GooV\�,.a Scale 1 Inch = 30 ft Phone: (907) 349-1851, Fax: (907) 349-1934 A B C FCO 30.8 14.8 STI 34.5 22.4 ST2 39.5 29.0 DC01 41.2 32.0 DCO2 42.4 33.0 DV 42.9 33.6 CO1 47.5 26.9 CO2 40.8 57.3 CO3 49.5 41.8 C04 39.7 55.6 C05 33.5 56.0 MT1 46.9 26.5 MT2 40.4 57.5 MT3 50.4 42.0 SUMP 40.1 81.4 AS -BUILT NOTE: This is an engineering drawing, not an asbuilt survey. O \ �i1i Block 6 I� 4_ CO N v I Well radius=l0 IEast property line WELL \ and well radii R, were marked by a (LOT 3) �0 registered Land Surveyor I _ e I \ / C L C\ / z C EXISi1p11G HOUS� / B \ v A FCO 1 / TH#2o MTZ&\ I / T1 / ST2 -74 DC01 CO & MT1 U sump DCO2 DCO2 DV .\ / GGtyEaseme i \ \ 05 — SFS 03 &MT3 I � C04 0� 75'4204„ 1 S4.7 7 1 McMahon #1 Blk 6 Lot 3 0 0O040p Record Drawing of Septic Upgrade o �� OF,glq pi David & Barbara Lundeby Parcel IU 017-361-25 Watkins Engineering, Inc. 49It+ , Permit No. SW070096 o i'Z . /�'�i p.;...... ..... Cindy W. Ellis, P.E. P.O. Box 110443 ego i, c E 10577 August 27, 2007 Anchorage, Alaska 99511-0443 �����GooV\�,.a Scale 1 Inch = 30 ft Phone: (907) 349-1851, Fax: (907) 349-1934 Flow Splitter �75% of now To Drainfield (1978) ST2 FCO 1250 GALLON 93.63 STEEL SEPTIC TANK C01 MT1 R A Final Grade = 96.81 - 97.88 Sewer Rock 4"6 Pipe North Trench = 45' long Note: Test Hole Relative Depth=78.90 No Water Flow Splitter C04 25% of now L SEPTIC SECTION N.T.S. McMahon #1 Blk 6 Lot 3 Record Drawing of Septic Upgrade David & Barbara Lundeby Parcel ID: 017-361-25 Permit No. SW070096 Cindy W. Ellis, RE August 27, 2007 Not to Scale Final Grade = 95.58 - 96.20 Sewer DCO MT2 CO2 Note Original Grade = 95.40 - 97.40 —.►I 90.37 Note Original Grade 90.02 =94.21 - 94.49 South Trench = 25' long Note: Test Hole Relative Depth= 80.99 No Water Watkins Engineering, Inc P.O. Box 110443 Anchorage, Alaska 99511-0443 Phone: (907) 349-1851, Fax: (907) 349-1934 AS- BUILT OFA(N o ................ s 000 CI Y W. ELLIS E - 10577 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 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Permit Number: SW070096 Legal Description: MCMAHON #1 BLOCK 6 LOT 3 Design Engineer: 0844 WATKINS ENGINEERING Owner Name: DAVID & BARBARA LUNDEBY Owner Address: 3850 DOROSHIN AVE ANCHORAGE. AK 99516-2836 Date Issued: Jun 07, 2007 Expiration Date: Jun 06, 2008 Parcel ID: 017-361-25 Site Address: 3850 DOROSHIN AVE Lot Size: 26835 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: 0✓ Disposal Field Q✓ Septic Tank Holding Tank E] Privy ❑ Private Well E] 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 catling (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. eltiq - CtNOI CAlled &z Q'C 5N w+oaliFrtarr�}Js. DvP do Eltver�,us Dcl.rav off/ �ve.,i l SfQTic Field r1j.Vsp1.fur3 W;/t 6c .jco M Received By: Issued By: Date: Date: n y AZunicipaliiy of Anchorage Ota ` ` CO. lk;x 10(ALit) • Anchnmgc, Alaskn 00aIO fl:SO • lilcphonc (0(1713t:bK101 • I'M 0M) 31.4.820m <o l 47(X) nmgaw Slrcet • Anchom i. a, Alaska fMkStp iii s• rr. Mayor A/ark Begich MAIA'Munl.org Building Snfcty Dhision June 7, 2007 Cindy Ellis Watkins Engineering P.O. Box 110443 Anchorage, Alaska 99511 Subject: Waiver Request for 111a111ahon #1 Block 6 Lot 3 Waiver Request WR#: 070027 Parcel ID # 017-361-25 PERMIT # SW070096 Dear Cindy Ellis: Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 2.0 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 343-7904. Sincerely, Joeoo all Civil Engineer On -Site Water & Wastewater Program Co1llmunity, Security, Prosperity Municipality of Anchorage Development Services Department Building Safety Division On -Site *atcr and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.anchoragc.ak.us (907)343-7904 Waiver Review Worksheet WR#: 070027 PID#: 017-361-25 HA/Pennit# PERMIT # SW070096 Date Received: June 7, 2007 Legal Description: MaMahon # 1 Block 6 Lot 3 Engineer. Cindy Eflis Watkins Engineering P.O. Box 110443 Anchorage, Alaska 99511 Applicant: David Lundeby Waiver Requested: 2 foot lot line waiver from septic absorption field to east property line Criteria: Geology Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: Waiver Is Granted: X Waiver Is not Granted:' List Conditions or Reasons for above: Date: 616108 By: Joe Goodall Name of Reviewer Rec#: Amount: $M Dale Paid: 6/7/2007 Municipality of Anchorage Development Services Department .. � Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 017-361-25 Property owner(s) DAVID & BARBARA LUNDEBY Day phone Mailing address 3850 DOROSHIN AVE., ANCHORAGE, AK Zip Code 995016 Site address 3850 DOROSHIN AVE., ANCHORAGE, AK Zip Code 995016 Legal description (Sub'd., Block & Lot) MCMAHON #1 BLK 6 LOT 3 Legal description (Township, Range & Section) Lot Size 26,835 Sq. Ft. Number of Bedrooms_ �{ THIS APPLICATION IS FOR (® all that apply): THIS APPLICATION IS AN: Absorption Field ID Initial ❑ Septic Tank Q Upgrade El Holding Tank ❑ Renewal ❑ Privy ❑ Private Well ❑ Water Storage ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. w RE. (Signature of property owner or authorized agent) Permit/Rush Fees:. MO' Waiver Fees: % °J Date of Payment: 64107 Date of Payment: Receipt Number. 9514a Receipt Number. (Rev. Muo) Watkins Engineering, Inc. RO Box 110443, Anchorage, AK 99511 (907)349-1851 cwellis@gci.net June 4, 2007 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 RE: McMahon #1 Blk 6 Lot 3 Proposed Septic System Upgrade To Whom It May Concern: Attached please find the application and supporting documentation to upgrade the septic system for the referenced property. The original septic system was installed in 1978 to serve a 3 bedroom house. It is proposed to upgrade the house to 4 bedrooms. A new 4 bedroom septic system is proposed, and the existing drainfield will be retained and expanded to 4 bedrooms. The proposed design is based upon two test holes dug on April 23, 2007. Test hole #1 was dug to 13.5 ft with no water encountered when the hole was dug or after a 7 day monitoring period. The addition to the existing drainfield is based upon Test hole #1. A percolation test conducted between 3.5 and 4.0 ft resulted in a rate of 2.4 minutes per inch. The soils were silty sand and gravel with pockets of silt interspersed. An application rate of 1.0 gpd/ft' is used in the design, because of the silt pockets. The soil log is attached. The design criteria for the 1 bedroom extension are as follows: 1 Bedroom x 150 GPD/BR = System Type: Application rate: 150 GPD / 1.0 gpd/ft' Maximum Depth: Effective Depth: Proposed Length: Absorption Area: 150 GPD Deep trench 1.0 gpd/ ft2 150 ft required 7.5 ft 3.5 ft 22 ft 154 ft' Watkins Engineering, Inc.; McMahon #1 Blk 6, Lot 3 Septic Upgrade Permit Application; June I, 2007; page 2 The 4 bedroom drainfield is based upon Test hole #2. Test hole #2 was dug to 18.5 ft with no water encountered either while digging or after 7 days of monitoring. A percolation test conducted between 6.0 and 6.5 ft resulted in a rate of less than 1 minute per inch. The soils were sand and gravel, and the soil quality was sufficient to act as a natural sand filter. An application rate of 1.2 gpd/ft2 is used in the design. The soil log is attached. The design criteria for the 4 bedroom trench are as follows: 4 Bedrooms x 150 GPD/BR = 600 GPD System Type: Deep trench Application rate: 1.2 gpd/ ft' 600 GPD / 1.2 gpd/ft' = 500 ft' required Maximum Depth: 12.5 ft Effective Depth: 6.0 ft Proposed Length: 45 ft Absorption Area: 540 ft2 The proposed 1 bedroom trench will be connected to the existing trench, with a 2 to 5 ft space between the trenches. The distribution pipe in the new section will be installed at the same elevation as the existing distribution pipe. A lot line waiver for 2 ft to the east lot line is requested. The adjacent lot to the east already has a primary and a secondary drainfield, so the property should not be adversely impacted. There are no surface waters or private wells within 100 ft of the proposed septic system. There are no slope concerns. I am not aware of any adverse effect that this upgrade would have on any adjacent properties' water and wastewater treatment needs. Thank you for consideration of this permit application. If you have any questions or need further information, please call me at 349-1851. Yours truly, IV Cindy V1 Ellis, P.E. President 12 4 13 29 — 28— — —sepl e area DoroshinAve._ 1 McMahon #11 Block 6 1114 I I I Undeveloped It ,well Imo, ;� -/-- arca 3 /'-v' 100' I well wellVt \" 14 \ 5 / Existing\ Septic Sys�em 1 \ Approx location) of well 6 15 16 Undeveloped I Undeveloped 26 % = 6 — — Septic / \ 24 arc / \ Approx location Iof well . _ _ _11 _ I ►s 41 5 well I Proposed Septic System 3 Approx lc ofwell McMahon #1 Block 6 Lot 3 Proposed Septic Upgrade - Site Plan Watkins Engineering, Inc. David & Barbara Lundeby Parcel ID: 017-361-25 Cindy W. Ellis, P.E. P.O. Box 110443 June 4, 2007 Anchorage, AK 99511-0443 Scale: 1" = 100 Phone: (907) 349-1851 Fax: (907) 349-1934 12 o DOROSHIN AVENUE 3850 Doroshin S 88005'00"E 150.00' WELL ` (LOT 3) Existing 1250 gat septic tank (1978) to be abandoned in pla Test Hole #2 4/23/2007 Organics t o _ ML 2.5 SP/ GP 4"part pipe 6.0 R sewer rock IsSSG��BOH GFtds,;. 50P �-`C IOcku . ,: 6= No Water �O Wo / I ..UliIU i \ I East property I 1 to be marked tl \ registered 1 Lanv Surveyor I Propo\ p 1250 gat / steel septic tank 3 BEDROpM HOUSE/ Existing trench (1978) 36 It long. 5 It elf. to be retained (waiver in place) l0� p (Utility EF asern 0 $ 75`42'04„F 1S4.77, Proposed to upgrade to 3.5 It eff.22 It I McMahon #1 Blk 6 Lot 3 Proposed Septic Upgrade David & Barbara Lundeby Parcel ID: 017-361-25 DESIGN DETAILS 4 BR, 600 GPD 1.2 gpd/ft2 Requires 500 ft2 Deep Trench 6.0 ft effective 45 ft long Max 12.5 ft deep test Hole til r'ropoeea 423207 Trench Organics 1.0 ML 45 Tt yt mewal 2 r /re4uested /TH#2 sprPipe MLr 3.5111 zs ® / No Water 7.5 M ML O95SSGP� BOH 13.5 Ne -to C MT tR. opo ed trench rn 00 ) 6.0 ft elf. ft to g. W Q' o ` o0 J W Watkins Engineering, Inc DESIGN DETAILS 1 BR, 150 GPD 1.0 gpd/ft2 Requires 150 ft2 Deep Trench 3.5 ft effective 22 ft long Max 7.5 ft deep Cindy W. Ellis, RE P.O. Box 110443 June 4, 2007 Anchorage, Alaska 99511-0443 Scale 1 Inch - 30 ft Phone: (907) 349-1851, Fax (907) 349-1934 Municipality of Anchorage :'(ENGIN Development Services Department 7k' 49TH Building Safety Division Onsite Water and Wastewater Program -- 4700 South Bragaw St P.O. Box 196650 Anchorage, AK99519-W50 ' t: Cl y W. Ellis ; www cl.anchoreae ek iK (907) 343-7904 CE -10577 ... Soils Log - Percolation Test s"s Performed For. David & Barbara Lundeby Date Performed: 4123/2007 Legal Description: McMahon #1 Elk 6 Lot 3 Township, Range, Section: Depth Test Hole #1 trccy Organic 1" 1.0 2- ML 2.5 3- 4-I SP/ pert 7.5 13- BOHV 13.5 16- 17- 18- 19- ATTACHED S=11% Reading Date Gross Time WAS GROUND WATER Depth to Water g_ ML 4124/07 ENCOUNTERED? NO 10 10- 4.75" 2 IF YES, AT WHAT DEPTH? — 8 L 11- 6%1.5 4.5" DrpthloWWrAMr 0 P 3:32-3:40 8 6%2.5 Monitoring? DRY E 12- 3:41-3:51 1 10 Daw 4/30/07 3.875" 13- BOHV 13.5 16- 17- 18- 19- ATTACHED S=11% Reading Date Gross Time Net Time Depth to Water Net Drop 1 4124/07 3:06-3:16 10 6"- 1.25 4.75" 2 3:17-3:27 10 6%1.5 4.5" 3 3:32-3:40 8 6%2.5 3.5" 4 3:41-3:51 1 10 6"-2.125 3.875" 5 3:534:03 10 6"-1.75 4:25" 6 4:04-4:14 10 6% 1.75 4:25" 7 4:17-4:27 10 6"-1.75 4.25" rcr GLnuvn Rvdm c. -r tawaaa&Xh) PERC HOLE DIAMETER 6" TEST RUN BETWEEN 3.5 FT AND 4.0 FT COMMENTS Filled hole 5 times and water drained out to ess than 10 minutes, pnor to beginning of test, for presoak. PERFORMED BY: Cindy Ellis / Rocky Trainor I 6r,W � -- CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 6,4-07 Municipality of Anchorage �yc� Development Services Department * 'tom= Building Safety Division • �..t On -Site Water and Wastewater Program ^^---...w 4700 South Bragaw St. 68 i, '-" P.O. Box 1950 Anchorage, AK 99519-0650 c ' Cl dY w- Ellis T Wmy el. anchorage ek us (907) 343.7904343.7904.CE -10577•'•••.. ••.. Soils Log - Percolation Test�'0NA` ` Perfomred For. David & Barbara Lundeby Date Perforated: 4/23/2007 Legal Description: McMahon #1 Blk 6 Lot 3 Township, Range, Section: IIr—I}T—Slope Site Plan Test Hole #2 I I I t I OepN Organics 1.0 ML 2.5 9- Date WAS GROUND WATER Net Time Depth to Water ENCOUNTERED? NO 10 4/24107 5 IF YES. AT WHAT DEPTH? — L 11- 6%0 Depth to WSW AaSr 0 2 tMcnttonRO? DRY P E 12- 6"- 0 Date: 4130/07 13- 2:57-3:01 16- 17 - Reading Date Gross Time Net Time Depth to Water Net Drop 1 4/24107 2:47-2:50 3 6%0 6" 2 2:51-2:56 5 6"- 0 6- 3 2:57-3:01 4 6•- 0 6- 4 3:02-3:07 5 6%0 6" 5 3:08-3:12 4 6%0 6- 6 3:14-3:18 4 6-0 6- 7 PgRrn annu Roc H 3:21-3:25 4 6"-0 6• TEST RUN BETWEEN 6 FT �AN06.5 COMMENTS Filled hole 5 times and water drained out In'Ts than 10 minute PERFORMED BY: PERFORMED INF / Ellis / Rocky Trainor WITH ALL STATE AND I [PAL GUIDE ES IN M -n HUM UWAETER U- FT for to beginning of test, for pre: _CERTIFY THAT THIS TEST WAS THIS DATE. DATE: 5-7-6 .`k: - ;,Y MtWWALITVOFANC"MAOE t.j ;� • • DE►A1ITMENT OF HEALTH a ENVIRONMENTAL PROTECTION VI ENRONMENTAL ENOtNEERWO DIVISION CNL=eraat-AwdwroMArab "SO t Tad rrr2"4M ° ONSITE SEWAGE DISPOSAL SYSTEM ANO/OR WELL INSPECTION REPORT aom S'J �1.,..►�. 1•t77— 3 66 OUPGRAoa X4 �8 . i rt4 :R -1 rrx a sk ✓ I WR Vi �■ ' ■mmmmmmummmmomim■ ■1/dilly�sl�l� NOT i10 ■ommm11mm ommmilmolwwwomram ■mmommanom ■mommommPkimmsn��. ■mommommaga ■o■■■r onmrsifaarommmum 111it mlmmmmmwafE cm !.mm oiumor OUV'y�.�lll ffil lflm A mmum n-150r<tmov■ ■oman®mmummommo ■omomom«smommos I r. F'- • r� t,? s� 'ammo : 02 Box1313�Ds $T.Vt 120L'Tl� .'� .i�4IlU12A�a1{� �1LAts .. �.d•3�7?�•� F i �Y v 233 fes• SIX INCH WATER WELL DRILLED AND CASED OUT TO THE DEPTH OF $15.00 PER FOOT. DRILLED AT THE RATE OFEd -±— '277-3166 PROPERTY OWNER ------- �- LNtM 1�+ JBIk. <, Sub: , ION. OF WELL SlT L�a�A r.... •,, e . . Btt: rrLt ► DRII:LER r WELL. LOG ?2_ 61—SartJ'}.�c� �G gi4•.'4_l U�• _.4fltfi..•-- -- -- --'_ — —_ L'ct oLWJ. dandy rgG�t iaL, 4hoc tng na mat-- i anal COb""._— , / :L33nd cican ma tit Lca� inc �tavcf toducv+g Q Pa�aLGfc7_pgsg a 60 oot hr pum{s hoa.ld be .intiGaUci 4 (vet o!{ LoLton. o•-- •• -- . 4.4 r tt �'' .a f{r`SNA � .1• is �R11 �~� ,�'�':)`t �' -•�4;F �•` ��� f f � CAM 0 ALJL LAVOM A�rbI+IA w' IvR CDMP .� PAYAUkK TO PAIWARi CP 'l"* Wo*" tCR TM4111M 4*, t VCW v[RY ruf:H.: 78 ♦n - J MLI" I C I RAL I -r OF 1iNL'HOF?f=l L3a " DEFPRTW.NT Cc WEP-T►+ CK-TECTICN+ " B)5 •L' STREET. c,.xwr,L,cr, F; c..r.l WELL RNC> CTJ—� I TE SEIdEF? FEf MI T PERMIT NO. C ?Ve4" ) 1PPLICANT ED HERZOG 2419 E 20TH 27? 31E5 .00ATION DOROSHIN RD .EGAL . L3 06 MCMAHON S. -T, LOT = I ZE '.2e SQIWIRE FEET TYPE OF SOIL RBSORSTION SYSTEM IS- TRENCH 1AXIMUM NUMBER OF 8EDROOMS3 SOIL EATING <_ID FTiBQ)- I THE REQUIRED SIZE OF THE SOIL AFSOPPTI41 SYSTEM 15. L7EPTH— 1@ LENQITH� ?� I?FIti1EL C�EP'TH� v TTHE LENGTH DIMENSION I5 THE LENGTH (114 FEET) OF THE TRENCH OR DRAINFIELD.,`:` THE DEPTH OF A TRENCH OP PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE .` 'GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). :THERE IS NO SET WIDTH FOR TRENCHES. �THE:GRRVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL EET47EEN THE OUTFALL PIPE'.:,'., "AW -THE BOTTOM OF TWC EXCAVATION <IN FEET). PEQu I PED SEPTIC TFINK C I ZEs 1250 CiRLLONS PERMIT:APPLICANT HAS THE RESF014SIBILITY TO INFORM THIS DEPARTMENT DURING THE. INSTALLATION INSPECTIONS OF ANY !BELLS ADJACENT TO THIS PROPERTY AND THE =:s. NUMBER OF RESIDENCES THAT THE WELL WILL SEQVE. +' TWO <2> I N. F'EC'T I OFJS FIFE F?EG!lJ I P.E[>BACKFILLING OF OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY, THIS:;' T J DEPARTMENT WILL BE SUBJECT TO PP.OSECUTIOPI. r . ..' MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS. :Il' 109 FEET FOR A PRIVATE WELL;.OR T. 150 TO 290 FEET FROM A PUBLIC WELL DEPENDING UPON THE'TYPE OF PUBLIC WELL WELL LOGS ARE REQUIRED AND MUST BE P.ETURNED TO THE DEPARTMENT WITHIN 30. DAYS .OF.THE WELL COMPLETION. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE,..:'. , AVAILABLE TO INSURE PROPER INSTALLATION. ' ;PFEE FP_ M I T ES{P I PES C►FEE CEME= EF?' 1. ::lL o?S 7 I CERTIFY THAT 1: I AM FAMILIAR WITH THE P.EOUIPEMENTS FOR ON-SITE SEWERS AND WELLS A5 SET. FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2:;.I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. 3:'1 UNDERSTAND THAT THE ON-SITE SEWER SYST MRY P•EOUIPE ENLARGEMENT IF THE, RESIDENCE IS REMODELED TO INCLUDE MOPE THAti, BEDROOMS. S.GNI:D---------------- ----------- ' AppLIrpuT ED ERZ ALO u ' ruaCsrALmoF ANaHO1ucE ��rosnw,TM��o1lr�rrnLwv�celloN o ' .�oaawTl01/ TBT .r a.erssw..�►Or�.wt >ns�s1 !OILS LOO — M COLATION TETT ; 1 /110- o1-0 pcft E�7 N cr/pe c`C� DATI I ON of Le�F 3 �3G G Ale dtalmo. o—/ cieyAkv/cs �— 2 WAS CMXINDWATER � ENCoLMMEwNo o If YM AT NMAT OE►M� u u I � W I I Fl LL ©®m® -__®® ___m®® _-__® msam® ____m `20 /�IIOOII1T101/IIATt Mw..�.wl •, TtsTIIUNuTwtlw .�.�. "AM sT aourn/rs . E ~ '¢ ¢, '~c.,,,.u.~c..r.c..',.Tt.,:,- '.:. ~U~VEY OERTIFIgATE ' ~ -,' . .... eno~ooh on the p~erl~ I~ng odj~ent t~emto, ~ .... " - ' th~ ...... ~ ....... e~h o~ th. pr"mI~e~/REGIST~RED~ LAND SUR~EYO OOioclnt l~rlig ~- . 0 fO~' ' ~ e eicon, ' , ~ie ....:t 6O°ll [ ~ )..Drawn, ~.. · I-" I .I L~' ~ S.,~ ..~ :* .~m--.._ .- ~ -:-: i I '! ~ I . , ............. S0f��05'�nC v_af[ er ® lot V4 P AV fflQ Uc ti8•_ GzAvBI.. ' � Ht7uSG A�s2 ca,�ewny W W P 4 00< 'S=i'TIG o r rnnttc. .) 11J 0 0 a.. w'..•.•r Lp e rr.0 I- C) cK V Q En v_af[ er ® lot V4 P AV fflQ Uc ti8•_ s 7soyzt S�1r,� 0.q04�. !- 77 13 SURVEY CERTIFICATE Stan'ey E. Sacra c _LEGEND _ltlr9t' ?Safes, CCD\J1EP_Sr % •�EGER.Ttt=CC2:TtOT1 " "' TE STWKf SCn.cS • w o it (��fo NOTES I. 2Eco2C� uar02Pnl�TTCti :'fAK EZ~! . _ '_ .. FF-oM ?�-hT GF Fl2'�T ACDIi101J - M^_ld�✓'.-OtJ St�8t7t�ltSl:l�t (�4FrCr Z� PLAN I hereby certify that I have surveyed the following Z. No described property LOT 3 SLtY L t, NYN�ftt10N BtFSLI\1147101: �1 and that the improvements situated thereon are within the property lines and do not overlap or encroach on the prcparty lying adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the premixes In quastion and that there are no road- ways, tronxmiasion linea, or other visible easements on said property except as indicated hereon. AS -BUILT SURVEY N.G1"�H,pt\► SU�D:V1310hf '-`-1 STAN SEARS & ASSOCIATES REGISTERED LAND SURVEYOR POST OFFICE BOX 283 EAGLE RIVER, ALASKA 99577 Dote rScale I Grid I Drawn by i W.0 E. Nc4A-1 II to - � Ht7uSG A�s2 W W P 4 00< 'S=i'TIG o r rnnttc. .) 11J 0 0 a.. w'..•.•r Lp e rr.0 I- C) cK V Q En s 7soyzt S�1r,� 0.q04�. !- 77 13 SURVEY CERTIFICATE Stan'ey E. Sacra c _LEGEND _ltlr9t' ?Safes, CCD\J1EP_Sr % •�EGER.Ttt=CC2:TtOT1 " "' TE STWKf SCn.cS • w o it (��fo NOTES I. 2Eco2C� uar02Pnl�TTCti :'fAK EZ~! . _ '_ .. FF-oM ?�-hT GF Fl2'�T ACDIi101J - M^_ld�✓'.-OtJ St�8t7t�ltSl:l�t (�4FrCr Z� PLAN I hereby certify that I have surveyed the following Z. No described property LOT 3 SLtY L t, NYN�ftt10N BtFSLI\1147101: �1 and that the improvements situated thereon are within the property lines and do not overlap or encroach on the prcparty lying adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the premixes In quastion and that there are no road- ways, tronxmiasion linea, or other visible easements on said property except as indicated hereon. AS -BUILT SURVEY N.G1"�H,pt\► SU�D:V1310hf '-`-1 STAN SEARS & ASSOCIATES REGISTERED LAND SURVEYOR POST OFFICE BOX 283 EAGLE RIVER, ALASKA 99577 Dote rScale I Grid I Drawn by i W.0 E. Nc4A-1 II to - r) INSPECTION APPOINTMENTS OATS WWII) TMIT LOVATIVA 1550 Ao TWA L TTIPE UP 1455101MCM M SINGLE FAMILY law— lwa C3 Two C3 Fin ACRACIPMM OF AN0*XA0f MUNICIPALITY OF ANCIVORAGE DDT. OF HMTH a DEPOWINEW OF NIIALTH lb SOV"NXIMIMAL PINYTICTIM bfAaopdmEWAL r oIECnoN EZ/ L Soma - Am*Amim Ahwlm MlNrI APR 91981 ENVINONNIMALSAWATIONDIVIIIION Tdollbomme 21144m smRUgUED REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND IXR2Cn0NIkC—ip'v- @"Wu sopw 1.6mmopimmowmwoll no boppoemo& Plum @now "n 1101 dws for I 1g. OATTACH WELL LOCLAmN by is etafwallodb*101W 4 " •ride"r-k-ftr4er— -TD< 4 -Q 443�00 fS u -74t iAckrArfLFA C -Ak Aq5orl )wwaiTVAIESIDENAllidillow ft"aboml PHONE lrjrao Opros)"In l3ia-oqo-*l- fit/ i CQ tkIkckp -4+,14s MAIUNG ADDRESS PHONE YMUNOA-00FIESS I)o._BZL stxtp Ahrl- -9 vi I A e : THE WWECnMMMUST ACCCWMVEACH FJEOtPEffft rpocummeAstimmmm'. SR4 'Ics4-T Aml. A j 40 q -L, L LtGALOGUNWTION /W Cl 91D.4 fC;C/144)A iTl�FCAXPK &"VaZ TMIT LOVATIVA 1550 Ao !. ros A ;p%. L TTIPE UP 1455101MCM M SINGLE FAMILY MMSER 01r,010ROMMI E3 Ona .. C3. Few 13 Odw. � C3 Two C3 Fin 0 - MULTIPLE FAMILY N Three C3 Six T. "Avan supftv M PMXVMUAL* OATTACH WELL LOCLAmN by is etafwallodb*101W 4 " E3 4 COMMUNITY lk=Jmrw "m For"whdraw pis ioflew dmKOWWA . , 0 "mx UTILITY depth lonsch I" " makthi CS mmy, umiowsrm.ev Tam Owsm SYTTEM INS IN MALLEO. 0 Puncunury : THE WWECnMMMUST ACCCWMVEACH FJEOtPEffft rpocummeAstimmmm'. 724"0 "IN. WM 7 k Alf, " u ¢ .yi i Is > ' IM ODE FOR OFFICIAL Um ONLY . d :? • Itlllrtlt OF EIOIIGGIi i L`TYN O!' muDENm . ¢' O ONE O THREE O FIVE O OTHER ,. 0. stiOLE FAMILY a ; O. MULTIPLE FAMILY O TING O FOUR ❑ S1X N MIT NUMBER . L MATER OJMLY 4❑ INDIVIDUAL oE►rNOFIrELI .O . COMMUNITY DATE ORILLEO 'o wsucUTILITY LOO REMOVED coramc con Vw ld Yy, ' 1' PERMIT NUMlER i. =WAGE DfUMALEYFFBA ❑INDIVIDUAUON 'SITE3Xn-WALLEO �— OFUBLIC UTILITY r' c rw ctlon vwww INSTALLEp 0o ❑HMAd Tank Slt.? J If Tonle It Ironrnrdo j9LE RATING d..a„, MANUFACTUNER .. . J. •• • TYPE OF TANK :. T,.srw Tum"8110IMTIOM AREA MATERIALLot IIO/dM rnl, LN" :j n re c,• �, OItTANCEf rto;. WELLTO: o.r App�llpl t011Nw1 LOO '�•. l�; rTt' Ar x. f K'^ • �d mpooll AF►ROYED FOR tfORODKs �Y APPROVAL twim CONDITION" ❑ DMAMROVED I%A" . 1 , Ir ;slll * I ii MR)MCPALITY01F vwATw" - WIRTIT L L TV" Coll otchDalocs d'$I"GLE FAMILY NUMUR OF BE Pow Cow, 0 One 'f1w D TWO C3 f 0 MULTIPLE FAMILY Tii41rlAea41>N4t720 s,; 7. WAT§wm1�v REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEINER FACILITIES' ... D COMMUNITY ptilC1101ri Co sph" 10 WU in pop 1. Insawfina gagnim am int bappeameLftwo wow On II(Ildows Iwo D KSLICUTILITY 1. WAPNMONMA L 211 A 11 0110a1 L a M. 1. 1 I wAme "If wdtvj"AwmIftq%sI If ', dia Goomani It 0, twn k a", me 0 VMS am an 84 C3 PIALICUTILITY by V* OWW"lleft rHME iti NOTE: TWINSMI FEE =WACOOwAxYEACH rXWWKPORE 111MCCIIIIIIIIIISCAM NOWTIATIM' & L L 17 vwATw" - WIRTIT L L TV" Coll otchDalocs d'$I"GLE FAMILY NUMUR OF BE Pow Cow, 0 One 'f1w D TWO C3 f 0 MULTIPLE FAMILY D T*w 0 Six 7. WAT§wm1�v *ATTACH WELL LOG. AVAN Mob .@** for snwdb D COMMUNITY *mjww 11976. For vmft~ Prim 116011111411M 0101i" Yrr D KSLICUTILITY depth (SItKh W 11100906413 L 211 A 11 0110a1 L a M. MOrINDIVIDUALMOSM" "If wdtvj"AwmIftq%sI If ', dia It 0, twn k a", me 0 VMS am an 84 C3 PIALICUTILITY by V* OWW"lleft iti NOTE: TWINSMI FEE =WACOOwAxYEACH rXWWKPORE 111MCCIIIIIIIIIISCAM NOWTIATIM' 4-00 R-0 T"m awe POR OPPICIAI v� ONLY INssEcnoN APro'"T"Exn .h 1. TYPE OP RWCEl= 1,� 1 ❑ SINGLE FAMILY C3 MULTIPLE FAMILY r WATER SUPPLY 4, n C3 INDIVIDUAL .g, ❑ COMMUNITY i t� ❑ PUBLICUTILITY w. . CgNretion Verified -I 3, SEYIAOE DISPQSAL SYSTEM jj ❑INDIVIDUAL/ONSITE ❑PUBLIC UTILITY Cotrrttion verified �--� WA ❑ ic C a ❑ h Tion wtede if Tork OW dinrnow": TRE OF TMIK y TOTAL A�ppfTtON AREA l y 4 pftANCEt YIEILTO: AwwPtewe Ane to ^Mwt Let Lw.e R COMMEND O ONE O TWO Of O THREE O FIVE O FOUR ❑ SIX Certificate of On -Site Systems Approval 2r) Parcel I.D. 017-361-25 1 Expiration Date: Mailing address Real Estate Agent 2. TYPE OF DWELLING: Single Family (w/wo ADU) Duplex Multiple Dwellings (Single Family and/or Duplex) Day phone 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual Individual Water Storage ❑ Holding Tank ❑ Community Class_Well ❑ Community ❑ . Public Water System ❑ Public Sewer ❑ Receipt Number (D& (of' �-7 Receipt Number COSA # 0_5C -Z_0)__2,6 -G7 Waiver # nA 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 Engineerinq 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: i'Z /2= In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including but not limited to, soil conditions, 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 are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG to perform the evaluation. Reliance upon the information provided in this report by any other person or party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. DSD SIGNATURE System #1 Approved for _ bedrooms System #2 Approved for bedrooms Disapproved Conditional approval for bedrooms, with the following .l.. .......... 4........ rJ f rey A. GorgL ss_ C; 79 ` G r ucoo rofessioneoo ON-SITE o WATER AND rn m WAST;',,.-. VIA TE aior�'sROGhA R 1C j 2 BY: �� Original Certificate Date: 7,3o rzoZo 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 Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other 0 COSA Checklist Legal Description: MCMAHON #1; BLOCK 6, LOT 3 Parcel ID: 017-361-25 If more than 1 septic system on lot: COSA Checklist # 1 of 1 Structure served by this system 1 A. WELL DATA © Well log is filed with Onsite (or attached) Date drilled 6ii'178 Total depth 233 ft Cased to 233 ft ® Sanitary seal is functioning correctly X Wires are properly protected Casing height (above ground) 12+ in. Date of flow test for COSA 7/7/20 Static water level at beginning of test 180.0 ft. Comments B. TANK DATA Age of tank(s) 13 years Tank type/material ZCPTpSTEE Measured operating fluid level in septic tank 50" © Standpipes/foundation cleanout per record drawing Date of pumping 5/21/20 D. ABSORPTION FIELD DATA DEEP TRENCH Well production at time of test 7.1+ 9 p Water storage tank volume N/A gallons Well isinfected for coliform test? E] Yes ® N Well bacteria is Negative Nitrate.�)S mg/L ❑ Nitrate less than MRL (ND) Arsenic ua/L "Arsenic less than MRL (ND) Collected by . GEG, LTD. Date of Sample 7/7/20 C. LIFT STATION ❑ Required maintenance completed Age of lift station years Lift station material Comments: N/A Which system tested (date installed) 8/3/07 Adequacy test date 7/7/20 FEI ALL standpipes present per record drawing Results Q Pass For 4 bedrooms Total measured depth from grade 13.25 ft (max) Fluid depth prior to test 4 in Measured depth to pipe invert from grade 5.16 ft (min) Water added 662 gal ❑ N/A — pressurized field New depth 15 in ❑ Monitor tubes go to bottom of effective. If not, state Elapsed time 120 min depth into effective 6.25'16.83' © Code -required soil cover over field Final fluid depth 6 in F] System presoaked Absorption rate 600+ gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) date of test) Gallons introduced N/A gallons If yes, enter date NIA Comments/Deficiencies: BOTH RESERVE TRENCHES WERE DRY UPON ARRIVAL & STAYED DRY THROUGHOUT TEST COSA Checklist yellow sheet NONE ji�Ila(k[�s I/ L�C) L E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' 0 Yes Community Sewer Manhole/Cleanout > 100' Q Yes if No ft 0 Yes if No ft Neighboring Tank > 100'✓Q Yes if No ft Private Sewer/Septic Line > 25' 17771 Yes if No ft Absorption Field on Lot > 100' MM Yes if No ft Holding Tank > 100' 0 Yes if No ft Neighboring Absorption Fields > 100' Yes if No ft Water Main > 10' Animal Containment > 50' [] Yes if No ft 7 Yes if No ft Q Yes if No ft Water Service Line > 10' F1 Yes if No Manure/Animal Excreta Storage > 100' If septic tank is under driveway Community Sewer Main > 75' IZI Yes if No ft 0 Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' 0 Yes if No ft Surface Water > 100' F Yes if No ft Property Line > 5' 0 Yes if No it Wells on Adjacent Lots: Absorption Field > 5' 0 Yes if No ft Private Wells > 100' Yes if No ft Water Main > 10' Q Yes if No ft Community Wells > 200' Q Yes if No ft Water Service Line > 10' F1 Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10'✓� Yes if No ft If absorption field is under driveway comment below Property Line > 10' ❑ Yes if No *2 ft Wells on Adjacent Lots: Water Main > 10' 0 Yes if No ft Private Wells > 100' ❑ Yes if No **84 ft Water Service Line > 10' ✓0 Yes if No ft Community Wells > 200' M/ Yes if No ft Surface Water > 100' M/ Yes if No ft F. ENGINEER'S COMMENTS *WR#070027 **WR#990043 MIDDLE TRENCH WAS INSTALLED IN 2007 & CONNECTED TO RESERVE 1978 TRENCH SO THAT IT CAN SUPPORT 4 BEDROOMS G. ENGINEER'S CERTIFICATION l certify that l have determined through field inspections and review pO of Municipal records that the above systems are in conformance with pQ TH % O MOA COSA guidelines in effect on this date. , :. _ .... J../.1.. , .. .... • .. (�� �,.,. QOO� J f r A. Gornss. CE— 7'975' p//,� e COSAChecklistyellowsheet \]�� 'orofess_ttton©� SAECC884 7 /oning rviosa Inc. U W v O cu �D LJ 4 -' O O O CD of � DETAIL SCALE I" , 15' S 88° 06' 14" E 149,95' (F -ND) S 88° 05' 00' L-1 5 0 - _00' (REC) ASPHALT DRIVEWA' WELL .I ® ° C� o � PATH (CONIC. STAIRS PAVERS) , a onnni i kCANT11TL4EVEP 8.6- -56.4' LEVER 2 STORY m WOOD FRAME0 HOUSE 45.5`43,6'- -61,4' 0 STAIRS 0 o V- 0 C� o 4�n4' �AS�M<NT IO'X12'SHED / GREENHOUSE XS4,77, LEIAUND(NO FOUNDATION) (RE FOUND 5/8" REBA2 0 SEPTIC CLEAN OUT PIPE (FND) FOUND BEARING E DISTANCE (REC) RECORD BEARING E DISTANCE tAUL 311) Cj Q U Z W Lt- tY v v Q� _Z 011 1_Q ry (n Un Q p� Q� m W Li.! LL 0 0 0 (1) O O +� �D �O m O O o O g OO C/) 0 THIS SURVEY IS FOR THE USE OF LENDING INSTITUTIONS SPE- CIFICALLY TO SHOW ANY CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES OR EASEMENTS, UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR POSITIONING ADDITIONAL STRUCTURES, BUILDING FENCES, OR LOCATING BOUNDARY LINES, IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF ANY EASEMENT OR RESTRICTION WHICH DOES Ij NOT APPEAR ON THE RECORDED SUBDIVISION PLAT AND TO ii VERIFY THAT THE IMPROVEMENTS SITUATED ON THIS PARCEL I HEREBY CERTIFY THAT I HAVE SURVEYED THE MEET ALL SUBDIVISION COVENANTS AND ZONING ORDINANCES. PROPERTY DESCRIBED ON THIS PLAT. I DECLARE THAT IMPROVEMENTS AND VISIBLE ENCROACH- MENTS HAVE BEEN ESTABLISHED TO THE BEST OF MY PROFESSISONAL KNOWLEDGE AND BELIEF. of q JON 9' GUFF �P • • S f2.LS. 14463 CO T ••. 'f' or '� $ 71 JULY 14, 2020 . • � Lori c� • F ..• .... q ;O DATE ,f,'.• LS -1446.3 ,•� Ilk �DFFSs I ON►.L LL�L NO. REVISION DESCRIPTIONS BY DATE AS -BUILT SURVEY ®T IK 6 FIRST ADDITION TO CANON SUBDIVISION ANCHORAGE RECORDING DISTRICT Global Positioning Services, Inc. 2603 Blueberry Rd. Anchor Alaska 99503 , PREPARED FOR' " $GALL', 'VEY DATE lR DATE DRAWN FIELD BOOK DAVID LLMEBY 3850 DOROS-IIN A I' . 40' r°� 07/2020 /10/2020 2020-01 9 `D FnF CRiD AN 4P0RAGE, AK 99516 J. GUFFE J. GUFFEr 520501 2734