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Home My WebLink AboutVALLI VUE ESTATES #2 BLK 1 LT 54• #015 123 9 brainfield may encroach into Lot 53 (recorded t. ci.r., t,.a" ya agreement '�«.r..' .. 'x A 7�� x Municipality of Anchorage Page DEPARTMENT OF HEALTH AND HUMAN SERVICES ~j,~ ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: ~," ~O~,~,~ PID Number: ~}~ - I 2- Name: ~Upgrade ~ tT~ ~L~/ TRo~ Wastewater System: ~ New Address: &~ ~0¢~ T~¢ ABSORPTION FIELD Phone: INo. o[~drooms: ~DeepTrench O Shallow Trench OBed OMound OOther LEGAL DESCRIPTION Soil Ragng: Total Depth from origina~ade: ~ ~ ~sq.~,. Block: Subdivision: )epth to pipe bottom from original grade: Gravel depth beneath pipe Township: ~ Range: I Section: Fill added above original grade: Gravel length: I I I- ~ Ct. ] I ~ Ft. Number of lines: ] Distance between lines: WELL: ~ New ~ Upgrade ;ravelwidlh: ~ Ft. ~I I ~ ~ Ft. ~lassification (Private, A,B,C): Total Depth: Cased TO: Total absorption area: / Pipe material: ' Ft.'''~ Ft. I ~¢~ SQ. Ft. F(~I~ i Driller: Date Drilled: Stalic Water Level:Ft. Installe~ Date inslalled:~ ~ Yield:GPM ] Pump Set at: Ft. Icasing HeightAb°ve Gr°und:Ft. TANK SEPARATION DISTANCES ~Septic ~ Holding ~ S.T.E.P. From Tank Field Station Tank Sewer Lines ~Nr_tY . T~ ~ ~ ~ ~ Material: ~ ~ Number of Compartments: Surface Water N )N ~ LIFT STATION Lot Size in gallons: ~ Manufacturer: Line ~ [ D I Foundat,on ~O 1~ "Pump °n" level at: I "Pump °IV level at: I High water alarm at: Curtain Pump Make & Model ~ Electrical Inspections performed by: Drain N ~ N ~ Remarks: BENCH MARK t AssumedElevation: ~. LNG NEEDS SEAL Inspections performed by: ~./~ ~ Dates: 2nd 1st. ~7/~ ~ ~ ;~ ~- ~ ~: .................. ,~ Department of u s ap ~,,~.%~ Reviewed and approv~ - ~ ~ -~~~ Date ' ,- 72-013 (Rev. 9/91 ) MOA 25 fi! 88. i40 82.0 BULL RUN DIVERSION vALVE Cleonou'~s Mon/t. om ~ 4' TopsoJ! ND SCALE fNENCN //2 //I 88.0 96.$ TOBBEN SPURKLAND P.E. 205 W15lh Ave Ak 99501 SOT 54 BLOCI( 1 VALLI VUE 6660 ROUND TREE ROGER SMITH SEPTIC SYSTEM ASBUILT DATE; AUGUST 27, 1994 SHEET: GRID: 2440 ] I SWING TIES: AB 54 FT BD BE 27 CE 65 Bf- Z4 CF CG 51 CH 100 R5 50 75 100 1RS 150 SCALE; 1' = 50 FL TOBBEN SPURKLAND P.E. 20.3 W 15TH, AVENUE ANCH. AK. 99501 (907) 279-~916 LOT 54 BLOCK 1 VALLI VUE ESTATE 6660 ROUNDTR£E ROGER SMITH SEPTIC SYSTEM ASBU[LT DATE: AUGUST 2~ 1994 SHEET: 2/5 GRID: 2559 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGP~ADE) PERMIT NUMBER:SW940269 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:SMITH FAMILY TRUST OWNER ADDRESS:6660 ROUND TREE DR ANCHORAGE, ALASKA 99516 PAGE 1 OF 1 PEILMIT DATE ISSUED: 8/01/94 EXPIP~ATION DATE: 8/01/95 PARCEL ID:01512309 LEGAL DESCRIPTION: VALLI VUE ESTATES ~2 BLK T 54 1 L LOT SIZE: 20479 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHOP~AGE I~3NICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AACS0). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 (24 HOURS) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. ISSUED BY: ~ ~; / ~,-v- ~ T.SPURKLA/qD P.E. 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN LOT 54 BLOCK 2 VALLI VUE EST. ~2 ROGER SMITH No Ground Water or Impervious Layer to 16 ft. Use Standard Trench Soil Rating. From test June 1 and June 30 1994 30 min/in = 0.45 gal/sq.ft. Required Area per Bedroom: 150/.45 = 333 sq.ft.. Finished Floor Elevation Lowest Floor 100.00 Foundation Clean Out Elevation 97+- Ground Surface at Absorption Field 95+- Testhole Total Depth Less 6 feet Less 3 feet Cover Rock Depth Number of Bedrooms Required Area Length of Trench Use 16.5 ft 10.5 7.5 6.0 4 4x333 = 1333 1333/12 = 111 ft. 2x56 ft. SYSTEM CONFIGURATION STAND/LRD TRENCH TOTAL LENGTH 112 FT. TOTAL WIDTH 2 FT. TOTAL DEPTH 10 FT. ROCK DEPTH 6 FT. COVER 3 FT. SEPTIC TANK 1250 GAL. ABANDON EXISTING SYSTEM PUMP AND CRUSH EXISTING TANKS PUMP, CRUSH, AND BACKFILL EXISTING PIT The installation of this septic system will not prevent wells from be installed on the adjacent lots. There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots. The proposed septic system will ~ot change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. LOT 57 ££AL~ 100 F~ TOBBEN SPURKLAND P.E. 20,3 W 15TH. AVENUE ANCH. AK. 99501 f907l 2[79-~916 LOT 54 BLOCK 1 VALLI VUE ESTATE 66~0 ROUNDTREE ROGER SMITH SEPTIC SYSTEM DESIGN DATE: JUNE 14 1994 SHEET: I/3 GRID: 2559 BENCH MA£K FF FIRST LEVEL ASSU~tED ELEVATION IO0. O0,FT. / / N ££ALD l' : 50 FK lO0 1~5 150 TOBBEN SPURKLAND P.E. 20,5 W 15TH. AVENUE ANCH. AK. 99501 LOT 54 BLOCK 1 VALLI VUE ESTATE 6660 ROUNDTREE ROGER S~tlTH SEPTIC SYSTEM DESIGN DATE: JULY 1~ 1994 SHEET: 2/$ GRID: 2559 '~ Cleon Dub Cleon Dui; S tzondord Trenches; 2' ~/ide 5G' Lon9 I0' Deep 6' Sewer rock ~?' Corec 1250 Ool Sepi;ic t~onk Non/~or SCALE Cleon DIVEBTEB VALVE BULL BUN Monitor 4' fopso~ 3' Cover Ex/sf. Ground Cover Tonk N/moP/ 140 SCALE 1B509ol. sep$~ tonk TOBBEN SPURKLAND P.E. 203 W15lh Ave Ak 99501 ;OT 54 B£OCK 1 VAL£I VUE 6660 ROUND TREE ROGER SMITH SEPTIC SYSTEM DES/ON DATE; JULY 12, 1994 SHEET: GRID: 2440 I I Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION: L~LSt~ [-~ ~ :3_._ .,: ' (ENGINEER'S SEAL) Township, Range, Section: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O COMMENTS ENCOUNTERED? IF YES, AT WHAT SLOPE SITE PLAN Depth to Waler After Monitoring? Gross Net Depth to Net Reading Date Time Time Water Drop I~..~ I;~ PERCOLATION RATE . TEST RUN BETWEEN . (minutes/inch} PERC HOLE DIAMETER FTAND ~'~ //~ FT PERFORMED BY: '~--~ I ~'~- ~ ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES tN EFFECT ON THIS DATE. 72-008 (Rev, 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN TH *£ Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST -EGA -DESCR,PT,O ':5h t3 : \ V~-LL[ b'U~ ~1 7~ (ENGINEER'S SEAL) 2 3 4 10 11 12 13 Township, Range, Section: SLOPE WASGROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Water After Monitoring? Date: SITE PLAN 14 15 16 17 18 19 20 Gross Net Depth to Net Reading Date Time Time Water Drop ~'1~ ~;vo H5 7'/~ I '1~ IOY~ ~:~ ~o 9')~ I'1~ PERCOLATION RATE ~L~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN /:~ FT AND ~o ~ FT COMMENTS PERFORMED BY: ~,~ I '~- ~'~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THiS DATE. DATE: "~ I l q q L~ 72-008 (Rev. 4/851 ~ .... iVIUNICIPALITY OF ANCHORAGE /~ ~'~ '~" '~/~,~ ~"~ ~ "~ DEPARTMENT OF HEALTH & ENVI RON~ENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT ~--~0~ ~a~r .aterial Liquid capacityingallons ~ ~ DIST~E TO: ~ No~f~l Length of each line Total length of lines Trench wldtl~ inches Distance between lines ~ ~ T~i~o finish grade Material beneath tile Total effective absorption area Length Width Depth PERMIT NO. ~ ~ Well Building foundation Nearest lot line ~ TO: Building foundation Sewer line Septic tank Absorption areals) OTHER PIPE MATERIALS REMARk- APPROVED DATE LE L ' 72-013 (Rev. 3/78) I'.'llJ~ I ~! PAL I Ty OF A~HORA~3E DEPARTMENT ~ HEALTH AND ENVI RONMENTA~/"~OTECT ION e25 '. STREET, ANCHORAOE, AK ~~ ~l ..'" 264-4720 PERMIT NO. ON--S I TE SEPJER IJP~]RADE PERf"I I T APPLICANT LOCATION LEGAL MIKE SCHACHLE ROUND TREE L54 Bi VALLI-VUE l~b E 72ND LOT SIZE 344-291± 0 SQJRRE FEET TYPE OF SOIL ABSORBTION SYSTEM IS: TRENCH MA>4IMUM NUMBER OF BEDROOMS = 4 SOIL RATING ,r:SI.q FT,-,'BR)= 200 THE REQUIRED SIZE OF THE SOIL ABSORPTION SVSTEM IS: [:.EPTH= O LENI]TH= O I]RFI",/EL DEPTH= O THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRAINFIELD. THE DEPTH OF A TRENCH OR 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 GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFRLL PIPE 8ND THE BOTTOM OF THE EXCAVATION (IN FEET). RED SEPT I C T Rl'-,I I.--'. S I ZE= 500 L~RLI._L~ J'-.t--. PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTRLLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AN[:, THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. TI-lO ,C 2 ) I NSF"EC:T I OF, IS lIRE E:E_r--~U I RE[:. BACKFILLING OF ANY SYSTEM HITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT HILL BE SUBJECT TO PROSECUTION, MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS i00 FEET FOR A PRIVATE WELL~ OR 150 TO 200 FEET FROM 8 PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. OTHER REQUIREMENTS MAY BPPL~. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. PERMIT EXPIRES DECEf4BER ~!, 1978 I CERTIFY THAT i: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND HELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. ~: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLRRGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 4 BEDROOMS. SIGNED~/4qPPL~{:ANT MIKE SCHACHL[ ................ ISSUED B _ ' ........ DATE ............. V.~..~ ,~GREY'~R ANCHORAGE AREA BOI~'~"GH ~ Depart men~ ~3f3~n;ir~rne:;ntal Quality Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCAT,ON LEGALDESCR,PT,ON L ~-~ & / V,V/; SEPTIC TANK: D,STANCE __ ~/~ ~/:~ / N U M~ER oF INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY .J~.~ GALLONS. SEEPAGE PIT: NUMBER OF PITS / LINING MATERIAl BUILDING FOUNDATION / ADDITIONAL ABSORPTION DIAMETER OR WIDTH CRIB SIZE: DIAMETER NEAREST LOT LINE LENGTHen'-//, DEPTH // DEPTH ~ DISTANCE FROM: WELL TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) SQ. FT. WELL: TYPE ~N~TRUCTION BUILDING REST FOUNDATION LOT LINE CESSPOOL OTHER SOURCES APPROVED · DISAPPROVED NEAREST SEWER LINE DEPTH DISTANCE FROM: SEPTIC SEEPAGE TANK __ SYSTEM REMARKS DISTANCES: PiPE MATERIAL: LOT SLOPE: REMARKS: Form No, EO-031 DIAGRAM OF SYSTEM DATE '~-- ~' ~'-- 7~" APPROVED VG.~A.A.B. GreaTer ANCHORAGE ArEA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4~6! SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT INSTALLATION Of: SEPTIC TANK / SEEPAge PIt ~ , DRAIN FIELD , OTHE~ TYPE AND SIZE OF FACILITY TO BE SERVED ~ //~/~~ ~ ~ ~ FINANCED THROUGH '~ TO BE INSTALLED BY ~ ~ ~~ SOIL TEST RESULTS ~ ~/J ~ / ~/~/~/~//[~ NOTE~ THIS PERMIT IS NOT VALID WITHOUT SOIL FINAL [NSFECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK "~ ~ ~ WELL TO SEPTIC TANK ~-~"' . SEEPAGE PiT ~-~-'~J~ CAST iRON INTO AND OUT OF SEPTIC TANK AND iNTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOil, 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. CERTIFY THAT ] AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE area BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE "On~ test is worth a tho~sand opinions" Legal ~escrintion: E6~Block' / Subdivision This Korm Renorts Soils Loq ~ Percolation Test Oeoth Feet Soil Characteristics ..~. 10~ -iq' Was ~round If Yes, At what Depth? · Readin~ Date Gross Time Net Time Depth to H20 Net Drop I ' i I ! -' Percolation Rate 'linute Proposed Installation: Seeoaoe Pit ~ Drain Field Deoth of Inlet , ' ' Depth T,'q Bottom Of P~t Or Trench CnMPENTS: ,,~00 ,St ~;~ r~e,'~/~e~ ~e~/~.~ . ' ~ ~d roc~ o~' ~r ~le -~ Oelo~ See ~e test Date:--~' ~--~U N I C I PA L ~CFIQRAeE~?::,~- j'DEPARTMEN1 ~F~J~LTFFAND ENVIRONMENTA, ?ROTECTION 825 L Street, Anchorac~.. Alaska~/ 99501 264-4720 Date Received: November 7, 1977 %1: Time D, ,~, %;~J ~2: Time I ;,%~n~ #3: Time Date /I-//~qq~% Date 1~.1~.~7~33D. Date Insp ~ ~A Insp ~00% ~ Insp REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES 1. Lending Institution Request: National Bank of Alaska Mailing Address: Post Office Box 3-3859 99509 Phone: Property Owner: Mailing Address: Phillip Kish 6660 Round Tree 99502 Phone: 3. Legal Description: Lot 54 Block 1 Valli Vue Estates Subdivision #2 4: Single Family Residence: (x) Number of Bedrooms: ~F~ur.T Multiple Family Residence: ( ) Number of Bedrooms: ~ ~ Well System: Permit # Construction Individual Well ( ) Community/Public System ~) Depth of Well Well Log on File Bacterial Analysis ( ) Sewage Disposal System: On-site System ~ Public Utility ( ) Permit # Installed iq~\ Installer S~ CC~'. Septic Tank Size I,~O~J~e~. Manufacturer ~q~%~m~ AbsorPtion Area Q~S~O~ Soils Rate ~/ Material ~:1~' 7. Distances: Well to Sewer Line to Septic Tank to Absorption Area Nearest Lot line Absorption Area to Nearest Lot Line Affadavit Attached: Approved: _~ Disapproved: ( ) /~etter Attached: Date: Department Worksheet.: I. The £ollowing service is requested (check one). [] Show to whom and date delivered.. ~J Show to whom, date, and address of delivery.. ~¢ [~] RESTRICTED DELIVERy Show to whom and date d~livered ........ [] RESTRICTED DELIVERy. ' '~¢ Show to whom. date, and address of delivery. $__ ~.~ES) Vu.e National Bank of Alaska Post Office Box 3-3859 ge, Alaska 99509 02411 ! have received the article describe above, agent ${6NATUR£ ~ Addressre '~Authorized 5, ADDRESS (Complete, UNABLE , ~ . ,2 ! ICIPALITY OF ANCHORAGE · //~ O~ Department of Health and Environmental Protecti~o~l ,[l~]///~\\ . 825 L Street, ~lchorage, Alaska ~~ 264-4720 "~ -~equest for Approval of Individual Sewer and Water o Property Owner: Mailing Address: Name of Buyer: Mailing Address: Phone: Lending Institution: Realtor/Agent: Mailing Address: ~ Legal Description: Street Location: Single Family Residence: Multiple Family Residence: (~umber of Bedrooms: ( ) Number of Bedrooms: o Water Supply: *Individual Well ( ) If Individual Well, well depth If Community System, name of system Sewage Disposal System: On-site System If On-site System, date of installation: Public/Community System (~/Public System *NOTE: A well log is required on ALL wells drilled since 6/75. If on-site sewer system is over two(2) years old, an adequacy test is required by this department. A fee of $25.00 must accompany each request before processing can be initiated. 3/77 July 14,1;978 Municipality of Anchorage Department of Health & Environmental Protection 825 L Street Anchorage, Alaska 99501 Attn: Bob Pratt Dear Mr. Pratt, Attached is an inspection of a septic tank ~ocated on Lot 54, Block 1, Valli-Vue Subd. #2. Please notify me if this meets the requirments of the Municipality of Anchorage. Yours very truly, Stephanie L. Chapman Assistant Cashier PH# 265-2871 OFF/CES S TA TEWIDE POUCH 6-650 ANCHORAGE, ALASKA 99502 (907) 279-2511 GEORGE I1/1, SULLIVAN, MA YOR DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION (825 "L" Street) November 15, 1977 Phillip Kish 6660 Round Tree Anchorage, Alaska 99502 Subject: Lot 5~Block 1 Valli Vue Estates Subdivision 92 An inspection of the individual on-site sewer systems of the above subject property was made by this department. In order to evaluate the adequacy of the system an absorption rate test, as explained in the attached sheet is required. This test is to follow Step B, after the standpipe to the seepage pit has been located. A thorough search of our files indicated that the installation of the sewer system was designed and installed for a three(3) bedroom single family dwelling. The original permit issued to you, also, was designed for a three(3) bedroom single family dwelling. This department will be unable to give its approval for a four(4) bedroom single family dwelling as requested unless the system is upgraded. If there are any further questions, please contact this office at 264-4720. Sincerely, Cory Willis, R.S. Sanitarian CW/ljh cc: National Bank of Alaska Mortgage Loan Section Post Office Box 3-3859 99509 4. 5. 6. GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received ]_/3/75 Time of Inspection Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR Ak. V.A. requested by: Kenneth Kish S.R.A. Box 34 K - 99507 same Approval Mailing Address: Property Owner: Mailing Address: Legal Description: Location: Phone: Phone: 54, Blod~ 1, Valli Vue Estates }~undtree Type of facility to be inspected Well Data: A. Type C. Construction Sewage Disposal System: A. Installed C. Septic Tank: D. Seepage Pit: E. Disposal Field: family Public Uitlity B. Depth No. of bedrooms 3 D. Bacterial Analysis 5/29/74 B. Installer 1. Size 1000 gal, 2. Manufacturer St'~ckSteel 1. Absorption Area 756 sqoft. 2. Material Total length of lines , Absorption area , Other contamination , Absorption area , Sewer Lines Distances: A. Well to: Septic tank Nearest lot line B. Foundation to septic tank C. Absorption area to nearest lot line EQ-034 (1/74) Page 1 of two pages Page '2 of two pages - ,Le§al Description Rf~for Approval of Individual ~-"& Water Facilities 54, Bic×~k 1, Va]ii Vue ~st~tc.,s Comments Approved ~ ~.,_Ac~isapproved Date 1/6/75 Approval Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ,034 (1/74) ~,~ ~j~'/y , ~'~'Department of Environmental Quality r~4~/'33~3'0' 'C" St., Anchora9e, Alaska 99503 - 274-4561 ~i?~J//~ REQUEST FOR APPROV/~L OF INDIVIDUAL SEWER & WATER FACILITIES 1. Type of Inspection: CMRO VA FHA 2. Property Owner: Mai-ling Address : 3. Name of Buyer: Mailing Address: Day Phone 4. Name of Lending Institution: J~:~ ~/~ Mailing Address: ~-f ~ Phone o Name of Realtor or Agent: Mailing Address: Phone o Legal Description: Location: 7. Type of Facility to be inspected: ~/-(2]) No. Bdrms. Water Supply Type of Supply: Public Utility ~<' Individual If Individual, number of dwellings presently served If Individual, depth of well 9. Sewage Disposal System Type of System: Public Utility Individual on-site If Individual, date of installation [-.:'~'~ EQ-037 (]/74) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Instructions for On-site Sewer System Test The Department of Health and Environmental Protection has been requested to evaluate and approve the sewer facilities serving your property° When your sewer system consists o£ an absorption pit and possible septic tank, standpipes are required to provide access to each component of the system. Older sewer systems which have septic tanks not documented by an installation inspection must have the manhole exposed. In order to evaluate the sewer system, an absorption rate test is required. The test is conducted by using one (1) of the following two (2) methods. Your inspector will note which A. The addition of fresh water to the seepage pit and measuring its rate of absorption over a twenty-four (24) hour period. The homeowner has the responsibility of ordering 1,000 gallons of fresh water by contacting a cesspool pumper and requesting the water delivered at a specified time, excluding Fridays. The delivery time MUST BE correlated with the department to insure an inspector is present during the test. The 1,000 gallons of water is discharged into the seepage pit, the septic tank pumped for maintenance purposes and to insure the pit test is not affected during the ~enty-four (24) hour period. ~ Seepage pits which are nearly full must have ONLY the SEPTIC ~ANK pumped twenty-four (24) hours prior to conducting the absorption rate test on the pit. The pit test will be conducted by the cesspool pumper bringing 1,000 gallons of fresh water to the site. Five- hundred gallons of sewage will be removed from the pit, measurements taken and the pit filled to the maximum crib height using the five-hundred gallons removed plus a portion of the 1,000 gallons as required by the inspection. Correlation of the cesspool pumper truck and the department to insure an inspector is present during the pit test is the responsibility of the homeowner. In instances where the sewer system consists of a septic tank and drainfield, this department must be i~ediately notified and the septic tank exposed for documentation. An alternate method of testing is required and will be explained to you. The Health & Environmental Protection Department, Sewer and Water Section, phone number 264-4720. Requirements needed when calling are the legal description, day phone number, and complete directions on how to get to the property. Any further questions or information needed, please contact this office or come to our offices at 825 L Street, Fourth Floor West. 1/77 rev. 3/77 rev. 9/77 61 8 a iO ii • • 12A QP�E e •, ....� j i iii:UfitPal of Anchorage ° ain-SitelWAV a et astewater Program 71 AU� � (90 3-7904 SAFETY ti �b h 4, t ✓ / ' — Ce I ite Systems Approval �. ;. .. Ot 69L Parcel I.D. 015-123-09 Expiration Date: 6/6/6/ 1. GENERAL INFORMATION: Complete legal description Valli Vue Estates#2; Block 1, Lot 54 Location (site address) 6660 Round Tree Drive*Anchorage,AK Current Property owner(s) Day phone Mailing address Real Estate Agent Bob Rink Day phone 261-7619 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 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 ❑ WaiverNariance request for: �2 � i�G !� LOT ter, Distance: Received b • ' Date: 6/ /c asiv COSA to be released to the engineer, unless otherwise requested by the engineer. Q-A-5V1 `G COSA Fee $ 'i2 Co '- 31611° 1.�d Waiver Fee $ 0'I6 -r " 3�7 Date of Payment $joy- ibr Date of Payment $1 e Receipt Number ac-j°IDG Receipt Number O1 °G COSH# 8' 147A Waiver# DsvI? coq • 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 Engineering 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: 51 �'4/l '3 ,,,,0000p0o In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system ,=•' '' '' OF \%' in accordance with the guidelines and regulations established by the Municipality of Anchorage and �� ••"" 4 , industry practices. The reported results describe the condition of the system/s on the date/s of the ,� O evaluation. Separation distances were measured to readily identifiable features. Hidden defects or D -Ni--"---I encroachments may exist that were not identified during the evaluation. The operational life of all wells *•' 9 H VO and septic systems depend upon a variety of variables, including but not limited to, soil conditions, �{ �, V groundwater levels (that may fluctuate during the year), quality of construction (materials and t\ 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 aQ '••J fr j, A. Carnes. system/s; therefore, GEG makes no warranty(express or implied) regarding the future performance of QM i. '• f E • ,;.-,Q � the well or septic system. GEG makes no representation whether an alternative well or septic system Q 9 • •�ce4 can be installed on the property in the event either of the current systems fail to perform adequately in 4p **q•177* 7 .Ao the future. The content of this report is for the sole benefit of the person/party that retained GEG to \I%-(2' fess�c_ooG7 perform the evaluation. Reliance upon the information provided in this report by any other person or ��00000=''� party (including subsequent property purchasers) is not authorized, nor will it confer any legal right _ whatsoever. u\;��\`Y Ul �iv( .., #AECC884 6. DSD SIGNATURE J ON-SITE �� System #1 Approved for ("I bedrooms WATER AND r� 7 WASTEWATER c System #2 Approved for bedrooms PROGRAM ;- Disapproved -'L,, es • r Conditional approval for bedrooms, with the following stipulations: By: /6_j., ii Original Certificate Date: 0/Z.--WA The Municipality of Anchora.- 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 // Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other %ctn�, Azfvt f>or/ • COSA blue sheet 10-10-12.doc 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: Valli Vue Estates #2; Block 1, Lot 54 Parcel ID: 015-123-09 A. WELL DATA Well type Community If A, B, or C provide PWSID#210605 Well Log (Y/N) Date completed Sanitary seal (Y/N) Wires properly protected (Y/N Total depth ft. Cased to ft. Casing height (ab• - ground) in. FROM WELL LOG AT I CTION Date of test Static water level ft. ft. Well production g.p.m. g.p.m. WATER SAMPLE RES " : Coliform colonies/100 ml. Nitrate mg./L. Collected by: enic: ug./L. Date of sample: B. SEPTIC/HOLDING TANK DATA **Double Cleanouts Before Tank Tank Type/Material Septic/Steel Date installed 8/16-18/1994 Tank size 1250 gal. Number of Compartments 2 Cleanouts (Y/N) Yes Foundation cleanout(Y/N)**Yes Depression over tank (Y/N) No High water alarm (YIN) N/A Date of pumping 6/8/18 Pumper ISAACS PUMPING C. ABSORPTION FIELD DATA *Below Existing Grad At Monitoring Tube East Trench West Trench Date installed 8/16-19/1994 Soil rating (g.p.d./feor ft/bdrr 333 System type Deep Trench Length 114 ft. Width 2 ft. Gravel below pipe 6 ft. *7.4+ Total depth _ *9.4+ ft. Eff. absorption area 1368 ft2 Monitoring tube**Yes Depression over field No Date of adequacy test 8/25/18 Results (Pass/Fail) Pass For 4 bedrooms 16 306 24 Fluid depth in absorption field before test 14 in. Water added 462 gal. New depth 24 in. 120 21 Elapsed Time: 120 min. Final fluid depth 18 in. Absorption rate >= 600+ g.p.d. Any rejuvenation treatment(past 12 mo.) (Y/N &type) None Known If yes, give date_ — A 625 gallon pre—soak was performed on the east trench on 8/24/18 A 1438 gallon pre—soak was performed on the west trench on 8/24/18 **MT1 (East Trench) extends approximatley 4.92' below invert of distribution line. **MT2 (West Trench) extends approximatley 4.49' below invert of distribution line. D. LIFT STATION Date installed Size in gallons Manhole/Access(Y/N) "Pump on" level at in. "Pump off' level at in. High water alarm level at in. Datum Cycles tested Meets alarm &circui •uirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Community Septic tank/lift station on lot On adjacent lots Absorption field on lot On adjacent lots Public sewer main Public sewer manhole/cleanout Sewer/se• ervice line Holding tank imal containment areas Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 10'+ Property line 5'+ Absorption field 5'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ Private, 200'+ Community SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line *0' 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'+ Private, 200'+ Community F. COMMENTS *See attached waiver request 62. -efpA ) _00�000� G. ENGINEER'S CERTIFICATION o OF A �� I certify that I have determined through field inspections and A • 14 '740 review of Municipal records that the above systems are in 011101 conformance with MOA COSA guidelines in effect on this date. / '.J f = A. _s, Engineer's Printed ame JEFFREY A. GARNESS Q(ANS. I 7953 f%(:dg'•cGOpO Date / 0oO rofessio�oozo 40000 #AECC884 (Rev. 11/05) Municipality of Anchorage ',�, 'Y� r. P.O. Box 196650 0 4700 Elmore Road Anchoragei_Alaska 99519-6650 0 (907) 343-7904 ® Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On-Site Water and Wastewater Program **** VARIANCE/WAIVER REVIEW **** Waiver#: OSV 181064 COSA#: OSC 181439 Permit#: PID#: 015-123-09 Legal Description: Valli Vue Estates#2 B1 L54 Engineer: Garness Engineering Group Applicant: 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 0.0 feet. This waiver approval applies to the existing absorption field only. Any future upgrade to the on- site wastewater disposal system will require all separation distances be met or another approval from this department. Waiver is Granted: X Waiver is not Granted: Date: g40/ 8 Approved by: ` "CU" Name of Reviewe a **** VARIANCE/WAIVER REVIEW **** MJMCDPALIITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT ;r'(t '`� - 907-343-7904 �� ` Fax: 343-7997 On-Site Water and Wastewater Section \ „. ;,:. www.muni.org/onsite �� Septic Tank Advisory Certificate of On-Site Systems Approval # OSC181439 Subdivision: Valli Vue Estates #2 Block:1, Lot: 54 The septic tank for this property is 24 years old. The average life for a steel septic tank is 20 years. Typical replacement costs range from $6,000 to $9,000. This advisory must be attached to all copies of the subject Certificate of On-Site Systems Approval. This is an example of what the metal of a 30 year old steel tank MAY look like. - �.i'�k. 1 f �y Jlr t\t c i t, Jy, s+-'( J '�F'. • ,� - ,.4 \E ' . l rTcl,:`-fin -,� .s•• ,,y� ,{ of Z•.•%Nr <'� 7 Fy .a .4,A- .; �►, !'Y,'.YIY .-7" 'j-+ �+`r• '••*` -- 3 $• kJ1 � -..-:-.,--,--,---„---„,1,d ,,.7 T ,,-. . .1 ` " .:r r a ,:.---- .1-...',4 ,. s •"'7;4 • !' .A'.i5.O . am 4 k; -' yI .4,'W.... '',1Wa r. .,.. ' ty oy F t~ ` :t` -i '4-4* & tet , t r 1. N,10.#/ ;;;-"n-.1-N.V:vt-4,;-,--4-1.--..-..,,kN':''0_-,-..”4. ..I i,•-•?.''' tpz,r,:. `"•-- /--•-• -• ....,--t-yr,,,,- •..V-'• " rr ! .'•-,. ...-';-5.*.-- r C'' kkkkyy---�t t 1.3?-.- T QC1 � .� q :.71 h1T ,A F��y � . r ,.%, -..,', 6,;',-:.: t!' �..i �a lt�lh. p_ .a ye -1..1f-0,`1.- dl.:-....,&04n r iy � T . +a t ':7/',4 3 '1 st"- fey+ r, .t{yS7.' '••,,...p„.,•,....,- ''yf�,ti `�C \•? k r • �� i r'4-.4' 1��,f A •tai �p 7 ry N Lw ri .�5�r$r.�y{,y ` ) ./•'�•. y �`t. ,C ' 4 ; 1. 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S. r ,! f V f,..4 rGii= 1 f i� ,., t y \'l w... l 1 . a :':1i"f . 7•.`,.`#:-. <...L 4'Sr''i • '\ .'•' t k. :' t r . 1 4•, Q+)""y.,4 r Mailing Address:P.O.Box 196650*Anchorage,Alaska 99514-6650*www.muni.org • 0 S...K I � I n uf,xi+vck}e loea.4,o„ cc mon,-kf,,n,tube Lot 40 1 per C E6 4,e0 vvasurevc ks. ,-J Ili l i Lot 53 i /I S 81.2 " NEIGHBOR'S / S 0p E 174.63• ASPHALT / PARKING / W I I Lot 54 20,479 s.f. o) i L Lot 39 I _ I - 7-SEPTIC o � PIPES 0 I :17-O I �' O 0 en SEPTIC II PIPES ,Mnll1 0: W ow I / 48.2? GF 24.7' cli W — — IN o I 6.0'x23.8' SECOND 'J Ory S - 'S�S Q�i� I— I I z I STORY COVERED DECK S- �`� II• Z I282 COVERED Lot 38 10' UTILITY EASEMENTS CONCRETE -1 O I I 1 0G S 84 00'00"`N 176.48' 3 HI I I Lot 55 I I \ - - - Acvfox04-e lo�4 Gr( I 1 gey x ?el C e& (021C9 NOTE: LOT IS SERVED BY A COMMUNITY WATER SYSTEM PLOT PLAN AS BUILT X SCALE 1" = 40' GRID SW 2539 Project No. 18-142/A1 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates , inc . (907) 522-6476 Phone oQo0OOV (907) 522-4625 Fax vo �� Professional Land Surveyors kenOlangsurvey.com v` p.F. A %Q Y JonathanOlangsurvey.com 0 .. ''.. :1.6A I hereby certify that I have surveyed the following described property: Op�x\Q' �� LOT 54, BLOCK 1, VALLI VUE ESTATES UNIT No. 2 (PLAT No. 73-14.3) * 49� Anchorage Recording District, Alaska, and that the Improvements situated thereon are a within the property lines and do not encroach onto the property adjacent thereto, that a no improvements on the property lying adjacent thereto encroach on the surveyed VI, KENNETH LAN : premises and that there are no roadways, transmission lines or other visible Q�,<"�, easements on said property except as indicated hereon. U ' 44'2. (,cf3 O 4 .-- ,•,,.:: •.Ls-5202...- 5Jo Dated this theDay of , ",Io , at Anchorage, Alaska 0� A foo QQ.O�'SSI0NA- , It is the responsibility of the owner to determine the existence of any easements, �DO.Mo. Mian cs I. ..._ A Advanced Treatment System GARNESS ENGINEERING GROUP, Ltd Oea1er ENGINEERING SALES CONSULTING August 27, 2018 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Valli Vue Estates #2; Block 1, Lot 54— Waiver Drainfield to Lot Line To whom it may concern: We request that your department issue a 0-foot waiver between the drainfield and lot line. It is believed that a portion of the drainfield extends onto the adjacent property. Attached is the recorded easement for this encroachment. The encroachment has existed for 24 years. The drainfield and septic tank on Valli Vue Estates #2; Block 1, Lot 53 is 20'+ from the subject drainfield. Please call or email if you have any questions. S' - -ly, S' ., Je'rey/. carness, ' ., M.S. Presi. -n! 3701 East Tudor Road,Suite 101 *Anchorage,Alaska 99507-1259 Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com New England LLC 9913 Laurel Springs Ave. Las Vegas,Nevada 89134 702-5285-2736 Garness Engineering Anchorage,Alaska Attn Erik: Re: 6660 Roundtree Dr.Anchorage,Alaska Erik, We have owned this home for about 40 years and during this time have had no issues with freezing of the drain line. Roger Smith • Dated `k A 2018-032353-0 A Recording Dist: 301 - Anchorage s 8/24/2018 03:29 PM Pages: 1 of 4 A 111111111111IIIIII II IIIIII III I IIIIII III II II 1111111 STATE OF ALASKA ANCHORAGE RECORDING DISTRICT EASEMENT FOR LEACH FIELD This Easement is granted by Lloyd Gayland Wohlgemuth and Lee Ann F. Wohlgemuth, husband and wife, whose address is 6650 Round Tree Dr., Anchorage, AK, hereinafter referred to as "Grantors." This Easement shall become effective on the date of recording, shall run with the land more particularly set forth below and shall inure to and be for the benefit of all owners and future owners of the subject real properties. WHEREAS, Grantors are the owners of the following described real property, hereinafter referred to as"Lot 53": Lot Fifty-three (53), Block One (1), VALLI VUE ESTATES UNIT #2, according to the official plat thereof, filed under Plat No. 77-296,Records of the Anchorage Recording District,Third Judicial District, State of Alaska. WHEREAS, Grantors grant this leach field easement over and across a portion of Lot 53, above, described more particularly below to provide a suitable septic leach field for the following described real property, hereinafter referred to as"Lot 54": Lot 54, Block 1, Valli Vue Estates Unit No. 2, according to the official plat thereof, filed under Plat No. 77-296, Records of the Anchorage Recording District,Third Judicial District, State of Alaska. NOW, THEREFORE, for the reasons stated above, Grantors declare as follows: 1. Grantors do hereby grant an easement, as long as Lot 54's leach field is in use by the owners of Lot 54 and such use conforms to the terms of this easement as set forth below, through and over a portion of Lot 53 for the use of Lot 54, and except as provided expressly herein. Said Easement shall be a ten-foot by two-foot work area at the point of the encroachment of the septic leach line that is encroaching 4 inches over the common lot line to both affected properties, more specifically as shown on Exhibit A, attached. 2. Said easement shall be for the purposes of allowing a leach field by the owners of Lot 54 and their successors in interest to allow maintenance of the septic leach field and septic leach line for the existing sub-surface sewage treatment system as of the date of this easement. This easement shall run with the properties described herein and shall be a benefit eRecorded Document • to and binding upon the undersigned and any person who shall hereafter acquire title to said properties, except as provided expressly herein. 3. In the event that the owners of Lot 54 or their successors in interest remove or replace the sub-surface sewage treatment system which exists as of the date of this easement, or cease to use said easement for the specific purposes of maintaining septic leach line and septic leach field for said sub-surface sewage treatment system, this easement shall immediately terminate,and the owners of Lot 54 shall be required to relocate the sub-surface sewage treatment system so as not to encroach on Lot 53. 4. This easement is made for the purposes of operating,maintaining, inspecting, and repairing the leach line and leach field of the sub-surface sewage treatment system which exists as of the date of this easement,and shall in no way permit the owners of Lot 54 or their successors in interest to construct any permanent or temporary buildings or other improvements within the easement. Dated this 9-h' day of August, 2018. • 1 1 loyd Gayla_d Wohlgemuth Lee Ann F. Wohlgemuth r114-1 II IIUIIIIIIIIIIIIIIIIIIII 2 of 4 eRecorded Document 2018-032353-0 ACKNOWLEDGMENT STATE OF ALASKA ) )ss. THIRD JUDICIAL DISTRICT ) rilitcorit.oi THIS IS TO CERTIFY that on the 1-�day of , 2018, before me, the undersigned, a Notaiy Public in and for thejState of Alaska, duly commissioned and sworn,personally appeared Lloyd Gayland Wohlegmuth,and Lee Ann F. Wohlgemuth,to me known and known to me to be the identical individuals described in and who executed the within and foregoing Easement for Leach Field and they acknowledged to me that they signed the same freely and voluntarily for the uses and purposes therein mentioned. GIVEN UNDER MY HAND and official seal the day and year last above written. — STATE OF ALASKAArdi NOTARY PUBLICJenna Sutton 1-4 Nota• ' ' I lein and for Alaska My Conmdegon AO16,ioia My Commission Expires: Aplu I /(i2( 2.02.2 After Recording Please Return To: Lloyd Gayland and Lee Ann F. Wohlgemuth 6650 Round Tree Drive Anchorage, AK 99507 11111111101 1111111011111 3 of 4 eRecorded Document 2018-032353-0 Exhibit A l H I Lot 40 I I I I —_ —--L I Lot 53 erreQR�► r�iX a ,tKAtt�! / I NEIGHBOR'S S 8 '£ 174.63 ASPHALT I PARKING I LN I I Lot 54 20.479 s.f. in iii ...., Lot 39 II - PIS o - a CI Irf- SEPTIC _ co f Q PIPES 1 0: LIJ TI o 1 $8.2 � . .24.7- ': W __ 0 1 QO 61- ti • . . N Ce I z I STORY 8.0's23.8' SECOND DECK S(ait( o� , " • f.:0:1, COVERED Lot 38 \ 10' UTILITY EASEMENTS coNOREfE 0 I I et S ENDO 00 176.48 ` 3o O• III p I I Lot 55 1 I 1 I i I NOTE LOT IS SERVED BY A COMMUNITY WATER SYSTEM PLOT PLAN — AS BUILT _L. SCALE 1. 0 40' GRID S 1l X539 Project No. 18^142/A1 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang Sc Associates, inc. (907) 522-6476 Phone (907) 522-4825 Fax `. •\\•\ Professional Land Surveyorsken*langsurvey.com OF A1.,\'`,‘'i JonathanOlangeurvoy.com '\�'.'' . .... ' s I Q 1 I hereby certify that I have surveyed the following described property: �%&,\77•-• 4918 j