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Home My WebLink AboutABBOTT LOOP MANOR BLK 2 LT 60 / GREA'IER ANCHORAGE AREA BORbdGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM ~OC~T,O. ~C~ ~/~'~ ~ ~S~...T,O. ~ ~ ~/C ~ ~/~ ~' SEPTIC TANK: DISTANCE FROM WELL [~/~'~"'~- MANUFACTURER (~/?~'~ INSIDE LENGTH INSIDE WIDTH SEEPAGE PiT: NUMBER OF PITS ~' DIAMETER __ LINING MATERIAL f~')///* 5 CRIB SIZE: BUILDING FOUNDATION ADDITIONAL ABSORPTION MATER'AL NUMBER OF COMPARTMENTS LIQUID DEPTH IIQUID CAPACITY //~'~') GALLONS. / 3'~2/' / ~ ,X l .5- t OR WIDTH LENGTH__, DEPTH q i~'7~' DIAMETER 4 DEPTH ~ DISTANCE FROM= WELL TOTAL EFFECTIVE ~ ~SQ. NEAREST LOT LINE ~OI ABSORPTION AREA (WALL AREA) WELL.' /£,~/~, ~.,~/~ ,/' . n TYPE~--~' ~'~*/~'~'c//"~"~t C(~NST~JCTION~*~~'' ~'~/DEPTH ~/'~'""~-'~ ' DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION LOT LINE SEWER LINE TANK , SYSTEM CESSPOOL OTHER SOURCES APPROVED DISAPPROVED REMARKS DISTANCES: INSTALLED BY: PIPE MATERIAL, ~" LDTSLOPE DIAGRAM OF SYSTEM DATE ..,,%/'~1. /'~ 9 APPROVED PERblIT NO. ( I-.1LII"-.I I ,~_- I ~. RLI TN-" LnF RI-ICH _,F-'RGE DEPARTHENT OF HEALTH AND ENVIRONMENTAL PROTECTION 2516 E. TUDOR RD., ANCHORAGE, AK. 276-2221 I-,t4--~ I TE ~-E~,IEF~" F"E~-.r-1 I T ??055 ) RPPLICANT LOCATION LEGRL RIO GRANDE L6 B2 ABBOTT HRNOR SUBD 248± RIO GRANDE LOT SIZE 274-8~06 i~500 SQUARE FEET TYPE OF SOIL ABSORBTION SYSTEM IS: PIT r,IFtXIMLIH NUMBER OF E:EDROOMS = 4 SOIL RRTING THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: DEF"TH= "14. L E I'-~,] TH = 2'1 '3 F.' R ',.-" E L [:'EF'TH= 6 THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF EACH SIDE FOR A SEEF'AGE PIT. THE DEPTH OF A TRENCH OR PIT IS THE DISTRNCE BETNEEN THE SURFRCE OF THE GROUND AND THE E',OTTOM OF THE EXCR',/RTION (IN FEET). THE GRAVEL DEPTH IS THE r,IINIMUM DEPTH OF GRRVEL BETNEEN THE OUTFALL PIPE AND THE E:OTTOM OF THE ENCR',,.'ATION (IN FEET). F-:Er~!u I ~:EC, SEPT I O TFII'~.IF:~ S I ZE= '125~1~ GRLLCIr4S TI,lC, ( 2 ;. I,I'-,ISF'EI3T I C.I I",,l'--'-; RRE F-:'E'_~!IJ I F.'E [:-. BF~CKFILLING OF ANY SYSTEM NITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT NILL E'.E SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETNEEN A b~ELL AND ANY ON-SITE SENRGE DISPOSAL SYSTEM IS i00 FEET FOR A F'RIVRTE NELL OR 200 FEET FOR A PUBLIC WELL. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. PEE:I,11 T %-'AL I D FOE.' ,_~,t~lE YERF-: FF-:Ci[-1 I SSIJE I CERTIFY THAT i: I AM FAMILIAR NITH THE REQUIREMENTS FOR ON-SITE SENERS AND NELLS AS SET FORTH BY THE HUNICIPALITY OF ANCHORAGE. 2: I NILL INSTALL THE SYSTEH IN ACCORDANCE NITH THE CODES. ~: I UNDER. STAND THAT THE ON-SITE SENER SYSTEM HA"r' REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THRN 4 BEDROOMS. ............. ._ ISSUED LOT6 TII-1 ~{-1 !-22-77 ORGANIC SILTY SAND l{/SO~ GPAVEL .... 1~5' SANDY SILT (ML) .... 3.0' SAND (SP) Fine ---- '5.'5' RIO GRANDE Test Ilole locations are approximate and have not · been lonated by survey methods. SAI~ (SW) -- ~13.0' SANDY SILT .5'TI No Water Table This log represents subsurface soil conditions within Lot 6, Block 2, Abbott Loop Manor subdivision, ~% Section 8, T12N, R3W, S.M. Anchorage, Alaska February 23, 1977 R & M No. 751114 Mr. Tom McHenry 2481 Rio Grande Anchorage, Alaska 99507 Test Hole and Soil Log Report for Sanitary System Lot 6, Block 2, Abbott Loop Manor subdivision, NE%, Section 8, T12N, R3W, S.M., Anchorage, Alaska Dear Mr. McIlenry: We are submitting herewith the test boring results and our comments regarding soil conditions encountered at the subject site. This in- vestigation was performed in accordance with your request of February 22, 1977 and those procedures outlined in a letter dated July 15, 1975, byMr. Roll Strickland of the Municipality of Anchorage, Department of Environmental Quality. A single test hole was put down within the subject site area for the purpose of defining general subsurface soil conditions for the proposed sanitary system. Excavation was accemplished with a Drott 40 backhoe and the test hole was extended to a total depth of 13.5 feet below ground surface. The final log prepared for the test hole has been included in Drawing A-01. Groundwater was not encountered in the test hole while drilling. We appreciate being given this opportunity to be of service to you. Should you have any questions with regard to the above, please do not hesitate to contact us. Very truly yours, R & 1-I CONSULTANTS, INC. Vice President xc: Municipality of Anchorage DALLY DRILLING LOG PENN JERSEY DRILLING CO. Z833 ~.st, ~Zmd Aveaue OWNER OFLAND. Mr. Geo'r'§e Brummitt ADDRESS 2481 Rio Grande Anchorage, ~ DEFTH OF Next to brick plant DATE--~TARTED. November 4, 1980 November 5, 1980 ~AT~ ..................................... o~ ~o~,o~: ~oz .......... ~.....~. ~o.._3_ ........ ~-!273!L .... 2 27 _~.~ Sand F~O~ 27 ~. TO 72 ~_Bro~ Hard Pan F 72 91 Gre C ~ ................ ~. TO ..... ~.. ~_....~.la ........& Sand F- -- 91 -- --- 112 ~ Gravel & Clay 112 114 Gravel & Water FROM ........................ ~. TO ............. ~ ................. ~OM ............... ~. TO _ ~OM ....................... ~. XO .......... ~.~ ........................ FEONZ ........................ ~. TO .................. ~ ..................... F~O~[ ..................~. TO .......... ~.__.~ .......... FEOM ..................... ~. TO .................... ~ .................... 114' sr~zc z~vr~ oF W.~'Zr~'FT ......38' '"- ~D OF CAS~G 6" Steel Helded- Casi~ FaO~ ............... ~. ~O .......... ~ ................. FRO~ ............. ~. ~O... "E .L~__,j/fi:j[]., ........ ~0~ ..... ~RO~[ ........... ~. ~0 ............... ~ ....... -' ' FROM.. ........................................... F~M ..................... r~o~ .............. ~. to ............... ~--.NOV---F44~- - ...... FRO~ ....................... FROM ~ . ~"'~[%"'~'~~]V'~U DRILLER'~ w.A.%sr Larry Jr., & Ted Schachle ' DELVE. ()F ENVIRONME~'TA, L CONSEIIV~%TION SOUTHCENTRA t REGIONAL OFFICE t ~,' November , 1980 George P~' Bru~ttt 248] Rio Grande Anchorage, AK 99507 JAY I H, UI¥O#D, AOVTRNOR ,437 E. STREET '. ;SECOND FLOOR ANCHORAGE, ALASKA 99501 (907) 274.2533 ' P.O. BOX 615 KODIAK, ALASKA $9515 I907) 485-3350 : P.O. BOX 1207 $OLDOTNA, ALASKA (907) 262-5210 P.O. BOX 1709 ' VALDEZ, ALASKA 99685 (907I 835d~98 P.O. BOX 106~ WASILLA, ALASKA 99~97 I907I 376.5038 Subject: Class C Public Well, Lot 6, Blk 2, Abbott Hanor Subdivision Dear Mr. Brummttt: As per our phone conversation on November 3rd, we retract condition number 4 of our letter to you dated October 29, 1980 requiring grouting of your Class C well. This retraction is based on reconsideration of the well location in respect to surface drainage,!and pOssible futureproblems that may be encountered at the pitles~ adapter. Care must be exercised by the'drillJKito.preve6tlanexcessive annular space between the well casing and the subsurface strata. We look forward to receiving a ~opy.~of the well log and the bacteriological ana)ysis of the well water upon completion of the. well disinfection. If you have any questions, feel free to contact me. .......... · ~ 1Sincerely, Thomas L. Murrell Environmental Engineer bab SECOND FLOOR George P. Brum~itt 2481 Rio Grande Anchorage, Ak. 99507 October 29, 1980 E) ANCHORAGE, AI, A$((A 90501 (007] 274-2533 P.O. BOX 615 KODIAK, ALASKA 99615 ' (907] 48G-3350 P.O. 9OX 1207 $OLDOTNA, ALASKA 996E9 (907) 2~.5210 P.O. BOX VALDEZ, A~S~ ~9~ ~907] 8354~8 P.~. BOX 10~ WASIL~, A~5~ 99~7 ~9071 376.503~ Subject: Class C Public Well Lot 6, Bl~:2, Abbott Mannor S/D Dear Mr. Brummitt: We have reviewed your proposal to locate a Class C well on your property and your request for a waiver of 18 AAC 80.02D of the State Drinking Water Regulations concerning contaminate separ- ation distances. We hereby approve the construction of the well as proposed, and grant a waiver of 18 AAC 80.020 which requires a minimum separation distance of 150 feet between a Class C well and a septic tank to 125 feet, and from 75 feet to 40 feet between the well and the private sewer line on lot 6 providing the following conditions are met. 1. The well must be cased to a minimum of 75 feet. 2. The casing must extend a minimum of 12 inches above the ground, and capped with an approved sanitary seal. 18~)9LH 3. lhe area around the well must be landscaped to allow sur- face drainage to run away from the well. 4. The well must be groote'd to at least ten feet. This waiver does not relieve the owner or future owner of the well from any possible liability that could result from con- tamination of the water system. Enclosed with this letter is a certificate granting approval to construct the well. Copies of the well log and a bacterio- logical analysis of the well water should be submitted afteK completion,of t~Q well ~Jsinfeg~[gn.~ Note_that the."gPRrPval to operate' section ot the cer~ltl?te,mu~t ~.compm~tea.D~ a member of this department prlorltop)aclng ~ne system into operatio? and will require a review of the proposed pumping! storage, and distribution systems.' '~ j :il! 'i George P. Brumttt r., ..... .Page 2, ,,~ I.. October. 28, 1980 . ~ ' ~' ' . '~ '. '; ;.~: ,l:~., :,',; i~, !.'. :.4, ~ :.-~ ;' '.~i , If you feel that the conditions pertaining to'the~approval of your system are'unJust~,'th6n.~6u ha~ea~rtght hearing to contest~the department~ Conditional apprOval. A' ,':, request for an'adJudicatory'heafing'muSt~b6 submitted'within 30 days of receipt.of this letter by~Jmail.ing 0r ~delivering'a statement of issues, to,theAlaska Department of.Environmental Conservation. Pouch 0, Juneau~ 'Alaska ]99811. The statement must conft~ with AS 44.62.370. A failure to request a hearing ' within 30 days at receipt of this letter constitutes a waiver of your right to administrative or Judicial reviews of this action. If you have any questions concerning our review of this project, feel free to contact me. Thomas L. Nurrell Environmental Engineer Enclosure bab ',i 4.1 Sub~eCtz T~t 6 ~lOCk 2 Abbott LOo~ ~a~o= Sub~lvision ~fort~ately, ~h~ s~vision was est~shet prior to ~e ~ictpal Heal~ Dls~tct ~d ~1tc s~r w~11 have to be lns~11ed ~ r~y t~ c~fllc~ng distances. l~ndo~bacter£al &nalys~s £ro~ & fev w~,s ~n the area has ~y fur~er~entlons, ~lease contact ~h~. offlc~ a~ 27~-2221, S&n[tarlan ./ STATUTORY WARRANTY DEED CREATING TENANCY BY TIlE ENTIRETY (A. S. The GRANTOR, MARY E. WOHACK, a divorced woman, for and in consideration of Ten Dollars ($10.00) and other good and valu-' able consideration in hand I,,,ld, CONVEYS and WARRANTS to GRANTEES GEORGE P. BRUNMITT and MARY 1,. BRUMMITT, husband and wife, whose address is 3701 Eureka ~29A, Anchorage, halaska 99503 as TENANTS BY TIlE ENTIRETY with the ri§hr of survivorship., the followin~ described real property: ! ~q"'//J' LOT Six (6), Block Two (2), of ABBOTT I.OO~ MANOR SUBDIVISION, accordinR to the official plat thereof, filed under Plat Number ?-6&?-A~ Records of the Anchorage RecordinE.Distric=,' Third Judlctal Dis:rict, State of Alaska. SUBiECT TO easements, resLrictions, covenants and exceptions of record. DATED this ~/'~-.~-day of ./~/~?_~/2~,._~___ reservations, · 1976. 027q80 REC. 6ISTi~ICT MARY E."WOMACK, Grantor Ju, Z'8 3 PH'?6 1 1� PLAT CURVE DATA �11 DOES NOT WORK (R=292.16' R) (L=89,9 / 70 R� N904'00'00"W 164.73' (165.00' R) BASIS OF BEARING RIO GRANDE AVE I ANCHORAGE RECORDING DISTRICT, ALASKA AS —BUILT OF: ABBOTT LOOP MANOR SUBDIVISION LOT 6 BLOCK 2 PLAT P-647A SURVEY CERTIFICATE: 1, John L. Schuller, Have conducted a physical survey of this property as shown on this drawing and that the improvements situated hereon are within the property lines and no enchroachments exist other than noted. Under no circumstance shoul( any information on this drawing be used for construction of fences, structures, improvements, or for establishing boundary lines. EXCLUSION NOTES: It is the owners responsibility to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. WORK ORDER NUMBER: DATE- SCALE; E-MAIL, JULY 31, 2024 1 --=30' schullerakOgmail.com 24-091 DRAM BY. CHECKED BY: GRID NUMBER: BOOK AGE: I JLS SW2233 240271 * = FND 5/8" REBAR ,mow ANW OF L A Pool -S" 11P 49TH .. ?........... • .... .... A C-1 Z ...................... JQHN L. SCHULLER.-* 0 .. (P LS-10408 1831 Talkeetna Street S Anchorage, Alaska 99508 ��, VAr AW essiono\ 'mow (907) 227-1455 office (907) 274-4992 fax MUNICIPALITY OF ANCHORAGE SEWER ER w�� CONNECT PERMIT 83 8233 WATER & WASTEWATER UTILITY 3000 PHONET B 'R�65-5557 DATE OF APPLICATION ._ —_ 9/24/191 -- SCHEDULED COMPLE-1-I0N DATE USINGLE FAMILY MULTI -DWELLING No. APTS___ _. COMMERCIAL LOT/fir — BLOCK _ 2 INDUSTRIAL SUBDIVISION Abbott L, p Hwor TAX CODE 014-191-19 -_ GRID 22M DRAWING No. BUILDING ADDRESS —.--Adobe Drive --_-- -.- _----- ---- OWNER _ rer Q'!teill ____ .__ PHONE _ — MAIL ADDRESS P.-O. Box 4-633-- 49509 ____ - -- -- -- CONTRACTOR:_ P'=nip_ ul�t A_S_S_ESSMENTS�__ (License 4 Bond required) -" Paid DreviousIV ON PROPERTY ONLY Main extension agree -ent 1 MAIN TAP —TO PROPERTY LINE tCNLY Subdivision agreeme-' (MOA Extended connect agreement MAIN TAP & ON PFOPERTY CONNECT Pending--AMOUNTS ermit Required) CONNECTION, SIZE 4" _CHARGE $ INSPECTION _ _FEE $ —. PERMIT _— _ _ ----- FEE $ REIMBURSIBLE NUMBER ._ __.. _ __---_--DEPOSIT$ PERMIT ISSUED BY: PAID C_ CASH CKu-- -- - -- --- INSPECTED BY: TOTAL $ K C I DATE: REMARKS K.O. fg382-4371-3524 PERMITTEE (Please Print) _._ _ MAIL ADDR PHONE I HAVE READ THE CONDITIONS AND REGULATIONS ON THE REVERSE SIDE OF THIS PERMIT AND AGREE T( COMPLY WITH THEM. PERMITTEE SIGNATURE P ST IN A CON PICU-07US PLACE AT THE J B SITE I *1 MUNICIPALITY OF ANCHORAGE Development Services Department Phone. 907 -343-7904 On -Site Water & Wastewater Section Fax- 907-343-7997 Parcel I.D. 014-181-19 Certificate of On -Site Systems Approval Expiration Date: 6/10/2025 Legal description ABBOTT LOOP MANOR BLK 2 LT 6 Site address 2461 RIO GRANDE AVE Anchorage AK Current property owner(s) OWNBY X The On -site system(s) is/are approved for 3 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: 0 Original Certificate Date: 8/26/2024 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other COSA ApprovaLJune 2022 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax- 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 014-181-19 Complete legal description ABBOTT LOOP MANOR BLK 2 LT 6 Location (site address) 2461 RIO GRANDE AVE ANCH AK Current property owner(s) DAVID 2. ON -SITE SYSTEMS SIZED FOR 3 BEDROOMS Day phone 3. TYPE OF WATER SUPPLY: X Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: ❑ Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank RE Community Septic or Public Sewer 5. SEPTIC TANK:, I Steel ❑ Plastic ❑ Concrete ❑ Fiberglass Age - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed q Deep Trench ❑ Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: RE Distance: By applying for this entitlement, this property is subject to inspection by municipal On -site staff to verify the accuracy of the information provided. COSA Fee $ Waiver Fee $ Date of Payment COSA # Date of Payment Waiver # COSA Application —June 2022 COSA Checklist Legal Description: ABBOTT LOOP MANOR BLK 2 LT 6 Parcel ID: 014-181-19 If more than t well and/or septic system on lot, provide separate checklist. Structure served by this system A. WELL DATA 0 Well log is filed with Onsite (or attached) Date drilled 11/4/80 Total depth 114 ft Cased to 114 ft ❑ Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) 16 in. Date of flow test for COSA 6/10/24 Static water level at beginning of test 33 ft. Comments B. TANK DATA Measured operating fluid level in septic tank Date of pumping ❑ Required maintenance completed, if AWWlS Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) ❑ ALL standpipes present per record drawing Total measured depth from grade ft (max) Measured depth to pipe invert from grade ft (min) ❑ N/A — pressurized field. ❑ Per record drawings, field is insulated. ❑ Monitor tubes go to bottom of effective. If not, state depth into effective ❑ Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) _ If yes, enter date COSA Checklist —June 2022 Well production at time of test 5+ gpm Water storage tank volume 0 gallons Well disinfected for coliform test? ❑ Yes H No K Coliform bacteria is Negative Nitrate 0.519 mg/L ElNitrate less than MRL (ND) Arsenic ug/L X Arsenic less than MRL (ND) Collected by MNA Date 6/10/24 C. LIFT STATION ❑ Required maintenance completed Age of lift station _ years Lift station material Comments: Adequacy test date Results ❑ Pass Fluid depth prior to test _ in Water added _ gal New fluid depth _ in Elapsed time _ min Final fluid depth _in Absorption rate _ gpd FIELD STATUS — POST RECOVERY Effective depth (per record drawings) _ in Effective depth used _ in Effective depth remaining _ in E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100' Q Yes if No _ ft Neighboring Tank > 100' ❑i Yes if No _ ft Absorption Field on Lot > 100' ❑ Yes if No It Community Sewer Manhole/Cleanout > 100' Q Yes if No _ ft Private Sewer/Septic Line > 25' Q Yes if No _ ft Holding Tank > 100' ❑� Yes if No _ ft Neighboring Absorption Fields > 100' Animal Containment > 50' Q Yes if No _ ft ❑i Yes if No _ ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' 0 Yes if No _ ft Q Yes if No _ ft ❑ N/A - Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10' ❑ Yes if No _ ft Surface Water > 100' []Yes if No _ ft Tank to Property Line > 5' ❑ Yes if No ft Wells on Adjacent Lots: Field to Property Line > 10' ❑ Yes if No _ It Private Wells > 100' ❑ Yes if No ft Water Main > 10' ❑ Yes if No _ ft Water Service Line > 10' ❑ Yes if No ft F. ENGINEER'S COMMENTS Community Wells > 200' [:]Yes if No _ ft If tank or field is under driveway comment below G. CERTIFICATION & 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, indicates that the on -site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm Mrh-L /J d.cJ�.U✓r A:L - Engineer's Printed Name 4, ,r COSA Checklist —June 2022 Phone 727-8864 Date t 0 Sy��g� rit q1g11�0 ......... ✓... .�............ �III V • MICHAEL N. ANDERSON 1" = 3 w �� LOT 5 ww BLK 2 I I Q = 50, S89'11'(8"W 151.07' (151.28' R) 0 I- cc) 8.4' 2 A O o ., y ry a l 32.d 1 O n 6 5' I-n 75. n.s' b � 7.c' I t p N a i < U\ Is�N PLAT CURVE DATA (r1 EXISTING o I LOT 6 GARAGE o DOES NO T WORK 00 HOUSE :6 {R=292-i 6' R) 7,9' BLK 2 oW (L=89.97' R� � �ao'� 00 O _00N'1 3z.0' tl CD o J wELI , OPAVED p W D/k' p PAVED Z D, 1 N90'00'00"W 164.73' (165.00' R) II BASIS OF BEARING 0 RIO GRANDE AVE N ANCHORAGE RECORDING DISTRICT, ALASKA AS -BUILT OF: ABBOTT LOOP MANOR SUBDIVISION OO = FND 5/8" REBAR LOT 6 BLOCK 2 PLAT P-647A S OF ,q'\\\,' SURVEY CERTIFICATE: 1, John L. Schuller, Have conducted a physical survey of this property as shown on this drawing and that the improvements situated hereon are within the property lines and no enchroachments exist other than noted. Under no 00,� �: circumstance should/ 49 y any information on this drawing be used for construction of fences, O * ": • f structures, improvements, or for establishing boundary lines, I �,� """""""""" EXCLUSION NOTES: It is the owners responsibility to determine • • • - ,, the existence of any easements, covenants, or restrictions which �. .JQHN L. SCHULLER do not appear on the recorded subdivision plat. , r '! LS-10408 'I1a : • ..S' .. i1y� A WORK ORDER NUMBER: o"rt: JUL Y 31, 2024 scut 1"=30' -uu� "cnunaawegmon.com 24-091 \ lofessiono, t'60 °R""" er: � er JLS ano xuueEn: SW2233 eaa¢ 240271 SU�F> max` ro ,r 1831 Talkeetna Street Anchorage, Alaska 99508 (907) 227-1455 office (907) 274-4992 fax