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AUDUBON HILLS #1 BLK 3 LT 6
Onsite File Audobon Hills # 1 Block 3 Lot 6 #015 - 231 - 73 Municipality of Anchorage On-Site Water and Wastewater Section a (907) 343-7904 Page 1 of 2 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP201198 PID Number: 015-231-73 Dwelling: K Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ®❑ Upgrade Name ALISA AND WILLIAM E III DRAKE ABSORPTION FIELD ❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound Site Site Address A dress FINCH DR. ANCHORAGE ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 6 GPD/SF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot AUDOBON HILLS #1 3 6 Ft. Ft. Fill added above original grade Gravel length Township Range Section Ft. Ft. Gravel width Beds: Number of Lines Distance between lines SEPARATION DISTANCES Ft. Ft. To Septic Absorption I I Lift Station Holding Sewer I Total absorption area Number of trenches Dist. between trenches From T an Field Tar Line Ftz Ft. Well 100'+ I NA I NA NA I NA TANK p Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREEN Capacity 1000 Gal. Surface Water • 100'+ NA NA NA Material Number of compartments Lot Line 15.0'+ NA I NA I NA NA HDPE 2 Foundation 10.0'+ I NA ( NA NA LIFT STATION Manufacturer Capacity Remarks Gal. Alarm location Electrical installed by Installer PIPE MATERIAL House to tank 3034 Tank to 3034 drainfield HOMEOWNER INSTALL Drainfield CO/MT 3034 Inspector Pannone Engineering BENCH MARK (Assumed elevation)100 ft Inspdeact Sn lei 7/19/2020 7/21/2020 Location and description 2nd 3`d 7/23/2020 41 West Corner Bottom House Trim ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date F AC4 Al ione' �� � Septic System 7 Approved0Date �'� all �;; • .... •. Note: this approval does not include well permit requirements. d�a� ON 38n1 a011NOW dl , C/� > m SiN T1v35 I A7 a311ndS M0�3 S3 Z1333HE) 9000T 1nONd3�0 NOI1bONn03 03 r 0 0 ON inO Nd3-10 03 m ONIlSIX3 (3) D r D 03SOdOad (d) z n z 3�OH 1S31 kl i. SNOT VIAI�J98d 3SnOH iV OIld3S M3N --® ssSS 0,t6 :0d/00 0,00L :0d/00 sniaba _ C' .. C 0.96 r3M / 3NJ� 631HM M — D Q T Li cY)r0''v 031 �—c .o OOa Zl D in 71 0Q m� n 0 D z ,3o 3 Sa3HS =QR,= C',,M 0 0 09 =„t TWO H16l0 3na1 .. D z = L `"off �' / D > o D z � o v 1 tS r Q C) ` \ O DC S L'tOl $c9 ) 9'6t t,z Zia z D 098 S8 �� I / 0'Lt Utz Zi M m r o 0 71Ma131d NId2J0 0NI1SIX3 m 0 Ol G3133NNO3 0'tt 8'6 L Ll M 6'L 2R 2i013ddiNO3 2J3d T1 J „Z °030/M g. 2z Z'Z 3d N >INdl 311d3S 6000L 037ViSNl 8 d 8 Zi I 1 �z 2030 I( 1 * 9 LZ s� 9'9 (3) L--�- t �l 2Ja8 — VAI --Z9 N 3d I� i �, 1 III 1V3 NO C13Sd8 ( ' a . 31N VlaV ]AdIIS3z1 s Fcy dam° CD O Hl \ \ 0 / ]KOW 031 / 3 M31d N IVG ) �n\y 3 L03Q SCMIA NIH?0 0NUSIX3 i V o Ol 03133NNOO b'3ldt! SJ �R 030/M >iN /1 NN 3 Si 3 1iNHl 311d3S 6009L / 311d3S 3daH 1o6000 L 2J33dO C', 0 3 L961 MIJ NIb�JQ / I / :a3Sn •0 NIW 1o600SZ N o m o ”' 1. i I Io5009 L '106000 L :3ZIS >INt11 -71 CA _ 9 -u -DT �H0NIJ J.NM0G � (Pd6 006)9 :nOOd039 'ON i o o M �._ �� % -- W31S,lS 311d3S �,-JVMJd 00 SdIli]A 'JVd NOISK 2021-1141437-0 A Recording Dist: 301 - Anchorage After Recording Return To: Alisa Drake William E Drake Ili 6700 Downey Finch Drive Anchorage, AK 99516 4)f `,A � `7, 05 QUITCLAIM DEED William and Alisa Drake Family Trust and the Revocable Living Trust of Vicky L. Beeman, whose address is 6700 Downey Finch Drive, Anchorage, AK 99516, Grantor whether one or more, in consideration of One dollar ($1.00) and other valuable consideration received from Grantees, quitclaims and conveys to Revocable Living Trust of Vicky L. Beeman, whose address is: 6700 Downey Finch Drive, Anchorage, AK 99516, Grantee, all right, title and interest, if any, which Grantor has in and to that certain property situate in the Anchorage Recording District, Third Judicial District, State of Alaska, more particularly described as follows: Lot Six (6), Block Three (3), AUDUBON HILLS ADDN. NO. 1, according to the official plat thereof, fled under Plat No. 78295, in the records of the Anchorage Recording District, Third Judicial District, State of Alaska. SUBJECT TO reservations, exceptions, easements, right of ways, covenants, conditions and restrictions of record, if any. Dated this 2,6 day of 2021. This doetunent is bei recoidod by Stca art i ittc Companyas not bean as 4n aecomodation only. It et;amined as to its effect, If any on ale title of the estate ilerobL State of Alaska ) ) ss. Third Judicial District ) ` This instrument was acknowledged before me this /—(a day of ^ _� b 2020 by William E. Drake 111, and Alisa Drake, Trustees of the William and Alisa Drake Fa. ily Trust. ,Mate of Alaska No ry rublic I NOTARY PUBLIC My commission expires: Keith Kilgore W Commisslon Rplms Sep 14, 2024 Page 1 of 1 'ded Document View Alert; on this vrooe- r Open alerts: 0 Add a new person or business to .address Book Parcel Information DRAKE WILLIAM & ALISA FAMILY Date Last Updated. 07/28/2021 DRAKE W E III & A L f TTEES Parcel Number 01523173000 Status Parcel Card AK 99516 020€15' DRAKE WILLIAM E III & ALISA Legal AUDUBON HILLS =1 Renumber ID 01 .. 0000000000000 BLK 3 LT 6 Comm Concl MID -HILLSIDE AKA PAGE PATRICIA M Description 1 -FAMILY SFR Unit Sq. Ft. 43110 Class RESIDENTIAL Plat 780295 Grid SW2739 Living Units 001 Zone R6 F_F_ Comments Site Address 6700 66%AJNEY FINCH DR Related CDMA Parcels Owner Information A Owner Name(s) BEEMAN VICKY L REVOC LILTING Deed 2021 0.041437 -,],TRUST . —` Deed Date Puly 26, 2021 Name Date July 281 2021 6700 DOWNEY FINCH LN ;address Date July 28, 2021 ANCHORAGE AK 49516 0000 Owner History A Previous Owner 2020 0042511 091620 DRAKE WILLIAM & ALISA FAMILY TRUST DRAKE W E III & A L f TTEES 6700 DOWNEY FINCH LN ANCHORAGE 3rd 2019 0003318 AK 99516 020€15' DRAKE WILLIAM E III & ALISA 50% & BEEMAN VICKY L REVOC TRUST 50% 6700 DOWNEY FINCHLN ANCHORAGE 5th 2405 0000275 MOORE PATRICIA M AK 99516 041993 AKA PAGE PATRICIA M 6700 DOWNEY FINCH LN 2nd 2020 0023247020419 ]DRAKE WILLIAM E III &ALISA 6700 DOWNEY FINCH LN ANCHORAGEAK 99516 4th 2018 0034322 101618 .DRAKE WILLIAM E III & ALISA 6700 DOWNEY FINCH LN ANCHORAGE AK 99516 h Lt! co G1 G Q a1 S. L a m v) av a.v) Ll 0 Gf cT H a u rn V LL- L L � O a � n a � ur (D cn N `p cm v N W Im N @ 9.1- 0. O N Z O- w 2,2 S =1 C O y � o Q Q � O aj v N U N O C N rn N —caR v v , =orvN v o c o N p Q a E O � 0 w < L C? (15 4 Y i_ a a E O Q) o_ a LOa LO C O m V) rn rn ru -79 E O Q u N N � ru a o � ui u c v U a E LU 26 a 4- U y,�o> ��a L W � G Lf)C) 0 }� CU W- L4 Zo d �1®`���i,ittitdd Xpd3��Ott �, ' __ ��•� Lu °' �^ x �` _; •��� am O In •• r Ln W .. 5 i` : lr®t �� LL • �®Q �� MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http:/Iwww.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP201198 Work Type: SepticTank Upgrade Tax Code Number: 01523173000 Site Legal Address: AUDUBON HILLS #1 BLK 3 LT 6 G:2739 Site Mailing Address: 6700 DOWNEY FINCH DR, Anchorage Owner: DRAKE WILLIAM E III & ALISA Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: tip c n r c 'n i llepartrnent 711/2020 7/1/2021 43110 ❑ Disposal Field C1 Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: ZkdC____ Issued By: Date: __VI )_j )_0 Date: X MUMCIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 015-231-73 Property owner(S) Alisa & William Drake 50% & Vicky Beeman Revoc Trust 50% Day phone Mailing address 6700 Downey Finch Lane Anchorage, AK 99516 Site address same Legal description (Sub'd., Block & Lot) Audobon Hills #1 133 L6 Legal description (Township, Range & Section) Lot Size 43,110 Sq. Ft. Number of Bedrooms 5(e) 6(p) APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) ❑X (w/wo ADU) Septic Tank MUpgrade ❑X Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE 1 WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: 4163,1'-6 Waiver Fees: Date of Payment:612.620 Date of Payment: Receipt Number: 61003G Receipt Number: Permit No. 0SP2011q a Waiver No. Permit App_:- :- : c Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201198, Rebecca Carroll, 07/01/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201198, Rebecca Carroll, 07/01/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201198, Rebecca Carroll, 07/01/20 • Municipality of Anchorage Community Development Department Page 1 of 2 On-Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage,AK 99519-6650•http://www.muni.org/onsite•(907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP181312 PID Number: 015-231-73 El New ✓❑ Upgrade Name: JOHN PAGE ABSORPTION FIELD Address ❑ Deep Trench 0 Shallow Trench 0 Bed ❑ Mound 6700 DOWNEY FINCH LANE 0 Other Phone Number of Bedrooms Soil Rating Total depth from origin. •rade 5 GPD/SF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade - el depth beneath pipe Subdivision Block Lot Ft. Ft. AUDOBON HILL#1 3 6 Fill added above original gra., Gravel length Township Range Section Ft. Ft Gravel width Beds:Number of Lines Distance between lines SEPARATION DISTANCES Ft. Ft. To Septic AbsorptionHolding Sewer Total.. orption area Number of trenches Dist.between trenches From Tank Field Lift Slalion Tank Line Ft2 Ft. Well 106.6 I N/A N/A N/A 95.9 TANK p Septic ❑S.T.E.P. ❑Holding 0 Other Manufacturer Capacity Surface Water 100+ N/A N/A N/A ANCHORAGE TANK 15000a1. Material Number of compartments Lot Line 38.1 N/A N/A I N/A STEEL 2 NA Foundation 10.1 N/A N/A ) N/A LIFT STATION Manufacturer Capacity Curtain Drain 50+ N/A N/A N/A -I. i Pump on level at Pump off level at - • water alarm at Remarks TANK REPLACE ONLY in. in. in. Pump make an. •••.et Electrical Inspections performed by to PIPE MATERIAL House to tank 3034 Tank ld 3034 Installer — drainfie NORTHERN CONTRACTING Drainfield CO/MT 3034 Inspector PANNONE ENGINEERING SERVICES BENCH MARK (Assumed elevation) 858ft Inspection 1" 9/19/2018 .a Location and description dates: 2 9/21/2018 3'd 4", AT HOUSE POINT A COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp �1�\�N\1l 4'` l Conditional Approval: Date ...To:.•.�Q �F a�!40 k � 49 �. 9 ..tteveri.f . ori CE 8149x;. % Approved _.._�.. Date 10-C1-0 Ar- + A�- _.. �` R?OESSIO� --. -\.\\��:4 Inspection Report_1-1-12.doc / \ . WELL (E)__- t :***** -- ** 46. Ite , 8, r \ TRUE NORM 1� SCA 1'e 50' , \ I _ _ \ , �, ,w DOWNY ; FINCH Lane ''-/ —INSTALLED 1500. SEPTIC TANK 6 W/ DCO AFTER CONNECTED TO DRAIN FIELD 1981 E \ EXISTING DRAIN FIELDS REMOVE: 1250• SEPTIC TANK E FS 38� PER MOA CODE DC2 I REMOVED DCO AND OV ►.....- T2 �.. DC1N\ '� DRAIN FIELD E •��' T1 M MTi- «Q T � MOORE 10. \% I •. (.7 TH rri BOR % ' . 0 t. U III (E) BDR \ 111. o (P) A B Z . r17 106.6 I T1 13.7 61.7 1 X 1 Q R RV AREA NIC ' T2 21.2 50.3 BASED ON CAT III 1 \ DC1 19.2 65.1 WELL (E),-- DC2 20.3 651---.2-,-,) j845 — r850 M \ WELL (E) . i \ 5 —w —w — WATER LINE / o WELL RADIUS z 0 0 —ss —ss — NEW SEPTIC U z Z V WIC. 1 6 (.3 o ABBREVIATIONS 856 c a TH TEST HOLE o (P) PROPOSED *` (E) EXISTING -L..-__-_II CO CLEAN OUT NO. 8;1,4/ 1250 GAL N 85u MT MONITOR TUBE NO. TANK(E) TYP TYPICAL FS FLOW SPLITTER NOTES: PANNONE ENG SVC LLC Date RECORD DRAWING P.O. BOX 102954 ANCHORAGE, AK 99510 p �r9,o. 8/31/2018 PHONE (907) 745-8200 FAX (907) 745-8201 :•• ••• 4•-..• Scale *149 l ;* 1' = 50' •••• ••1 . • P.I.D. NO AUDOBON HILLS #1 B3 L6 .\..t 015-231-73 ••$seven •onrioRe DRAWN ACP JOHN PAGE • , 8149 PERMIT NO. 6700 DOWNEY FINCH LANE v:10/o3/2ojr OSP181312 SITE PLAN ANCHORAGE, AK :i ' Sheet 1 OF 2 MUNICIPALITY OF ANCHORAGE �►enr , On-Site Water&Wastewater Program No S0� y.�, PO Box 196650 4700 Elmore Road /. ' Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 http:/lwww.muni.org/onsite _ i)chartin nt HO 4 NCR On-Site Wastewater Disposal System Permit 9/0./ Permit Number: OSP181312 Effective Date: 9/11/2018 Work Type: SepticTank Upgrade Expiration Date: 9/11/2019 Tax Code Number: 01523173000 Site Legal Address: AUDUBON HILLS#1 BLK 3 LT 6 G:2739 Site Mailing Address: 6700 DOWNEY FINCH DR, Anchorage Owner: MOORE PATRICIA M Lot Size in Sq Ft: 43110 Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 5 This permit is for the construction of: ❑ Disposal Field EI Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing "IO ) Received By: V 1 Date: .. i • ail/cc:,By: ' Date: efilfif% MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On-Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 015-231-73 Property owner(s) JOHN PAGE Day phone Mailing address 6700 DOWNEY FINCH LANE Site address 6700 DOWNEY FINCH LANE Legal description (Sub'd., Block & Lot) AUDOBON HILLS #1 B3 L6 Legal description (Township, Range & Section) Lot Size 43,110 Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field ❑ Initial ❑ Single Family(SF) ❑X (w/wo ADU) Septic Tank ❑X Upgrade ❑X Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE /WAIVER REQUEST FOR: Dis tance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: <2/5 Waiver Fees: Date of Payment: 7/?-/(3 Date of Payment: Receipt Number: ()viae, Receipt Number: Permit No. 65P 15'43/(9 Waiver No. Permit App_ ':..c; Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181312, Rebecca Carroll, 09/11/18 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181312, Rebecca Carroll, 09/11/18 Municipality of Anchorage Page DEPARTMENT OF HEALTH AND HUMAN SERVICES 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: SI/,/9b' o9-9-/ PIDNumber: Ot$?_"JtT...~ Name: '~--0/q n ~>~:~FC Wastewater System: [] New [] Upgrade Address: d'700 Doe.~ne?, F,,~c~, l..e~ne, c)e5-16' ABSORPTION FIELD I No. of Bedrooms: Phone: ~'~ l/or'- O '7 70 ~ [] Deep Trench [] Shallow Trench [] Bed [] Mound [] Other LEGAL DESCRIPTION~ . Soil Rating: I, ~ GPD/Sq. Ft. Total Depth/./.from,,fi.,..original grade: Subdivision: "~ [ Depth to pipe bottom from original grade: Gravel depth beneath pipe Township: J Range: I Section: Fill added above original grade: G ravel leng~.:~ /, ~ Ft. Ft. ~y4S~' [] New [] u a ' 'pgra-e Gravel width:C' /"') Numberlof lines: Distance_between lines: WELL: Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material: Driller: Date Drilled: Static Water Level: Installer: Date installed: Yield: GPM IPump Set at: Ft. Icasing HeightAb°ve Gr°und:Ft. TANK SEPARATION DISTANCES s Septic [] Holding [] S.T.E.P. To Septic Absorption Lift Holding 3ublic/Private Manufacturer: Capacity in gallons: From Tank Field Station Tank Sewer Lines ~ ~ Material: Number of C,~partments: Surface LIFT STATION N.~. Water ~ (00' ~00 .... Lot Size in gallons: I Manufacturer: I Foundation ~ /~-- _ -- _ "Pump °n" level at: I"Pump °fr' level at: I High water alarm at: Curtain Pump Make & Model I Electrical Inspections performed by: Drain I Remarks: Or~n J2~el,~ m.r,le< ll ~cl l~r ~/~pr~,~K BENCH MARK Location and Description: I Assumed Elevation: Inspections performed by: ~(~b~ TecA Puc Dates: 1st. P 1/0/96 ,., 'C :.- , :' . Reviewed and approved by: Date:/2 -~-Pd ~",~ ~.,"" 72-013 (Rev. 9/91) MOA 25 'PERMIT NO: SW960221 PID NO: 01523173 ::~.? LOT 6 BLOCK 3 PLAN VIEW SCALE: 1" = 30' - 0" NEW 65' LONG x 5' WIDE )IL ABS. DRAINFIELD W. 2.5' GVL. BELOW PIPE DOWNEY FINCH LANE PAGE 2 OF 2 ORIGINAL SOIL. ABS. DIV. TRENCH VALVE ..... EXISTING -- 1250 GAL. S.T. SWING TIES FROM: COR."A" COR."B" COR. "X" TO: S.T.C.O. "C" 11' 63' S.T.C.O. "D" 18 64.4' DBL. C.O. "E" 20 64.8' VALVE "G" 21.5' 65.4' TR. C.O. "H" 55' 34' TR. M.T. "r' 78' 24' TR. C.O. "J" 32' 31.5' 2" RIGID INSULATION [~ ,, ,1 ~ ----~ ~- ~ ~' ~~l~ EXISTING SOILCOVER ,,,, ~~~;~¢: .......................... ~.~.~..=...~:.~;.;z.~:~;~;~::.~:.~:j~ INv. ~ I SEPTIC TANK ~:~:~ ¢: '~[:'~:'~?~['~'[~'~::~:'~:'~::~P PE NV;:::~[~::~:~;~:"~::'~:'~'::~::~[~?~:~:ELEV 90 6 ~; ~ ~; ~ ~;;BOTH~:~::~::~::END~::~::~!~' ~i~.'~::' ;!!?!il!ii~iiiii~i~iil!!i! iiiiil!!~ ............. ;, ............,,.,,...;...,. ..... i~ i~ii~ !~ i(~!~ ii: :::::::::::::::::::::::::::::::::::::::::: ,, ]:~:~:;:;:;:?~:;: ......................................................................................................................................... . ................................................. ',', % BOTTOM ~CAVATION ELEV. 88.1' " 65' SOIL ABSORPTION DRAINFIELD '~x T.H. #1 ~.__WATER PROFILE VIEW @82.3' NOT TO SCALE 7/8/96 L 6, BLK. 3, AUDUBON HILLS S/D SEPTIC SYSTEM UPGRADE AS-BUILT INSPECTION REPORT FLATTOP TECHNICAL SERVICES SCALE: AS NOTED 14530 ECHO STREET DRAWN BY TFM ANCHORAGE, ALASKA 99516 OCTOBER, 1996 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 PAGE 1 OF ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW960221 DESIGN ENGINEER:FLATTOP TECHNICAL SERVICES OWNER NAME:JOHN PAGE OWNER ADDRESS:6700 DOWNEYFINCH LN ANCHORAGE, AK. 99516 DATE ISSUED: 7/30/96 EXPIRATION DATE: 7/30/97 PARCEL ID:01523173 LEGAL DESCRIPTION: AUDUBON HILLS #1 BLK 3 LT 6 LOT SIZE: 43110 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM 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 (iSAAC80) . 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 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. ,~ECIAL PROVISIONS: C~y _ ~y~-~ COI.~FLETLY A~Km~©i~ OLD wx/,qTIIqG AB~mppTT©_~] TP_EH _' ' RECEIVED BY: DATE: ~/ / /g~ DATE: CIVIL & ENVIRONMENTAL ENGINEERING THEODORE F. MOORE, P.E. PH: (907) 345-1355 Jim Williams M.O.A. DHHS P.O. Box 196650 Anchorage, AK 99519 ENERGY CONSERVATION & ANALYSIS 14530 ECHO ST. ANCHORAGE, ALASKA 99516 August 1, 1996 RECEIVED AU6 1 1996 Munictpaii[y ot Anchorage Dept, Health & Human Services Dear Mr. Williams: Due to a plotting error on the site plan for the proposed sewer upgrade for Lot 6, Block 3, Audubon Hills S/D, the separation distance between the well and the monitor tube at the end of the existing trench was shown as less than 100 feet. Subsequent measurement has shown that this distance is in fact greater than 100 feet, so no waiver is needed to allow future reconnection to the original system. Please give me a call if you have any questions. Sincerely, Ted Moore, P.E. CIVIL & ENVIRONMENTAL ENGINEERING * ENERGY CONSERVATION & ANALYSIS THEODORE F. MOORE, P.E. 14530 ECHO ST. PH: (907) 345-1355 July 16, 1996 ANCHORAGE, ALASKA 99516 M.O.A. DHHS P.O. Box 19-6650 Anchorage, AK 99519 Dear Sirs: The purpose of this letter is to provide the required design narrative in support of our application for a permit to upgrade the wastewater disposal facilities on Lot 6, Block 3, Audubon Hills S/D, located at 6700 Downey Finch Lane. The present soil absorption trench is no longer able to handle the wastewater load generated by the residence. Soils logs, perc test results, a site plan, design drawings and specifications are enclosed for your review. A waiver is also requested allowing the proposed system to be located within 20 feet of the top of a cutbank. Concurrence is also requested that seasonal drainage which periodically occurs in the roadside ditches along Downey Finch Lane and Waxwing Circle should not be classified as surface water requiring 100 feet of separation from the proposed upgrade. The proposed system will be constructed in the vicinity of test hole # 1. As can be seen from the soil log, the native material between 1' and 6' below ground level is a somewhat silty gravely sand with a measured perc rate of 1 minute per inch. Using the soil application rate of 1.2 gpd/sq, ft. specified in the wastewater ordinance, this 4 bedroom residence requires a total absorption area of (4 x 150)/1.2 = 500 square feet. If a standard 5' wide shallow drainfield were constructed, the required length would be 100'; however by placing 2.5 feet of sewer gravel below the pipe, a length reduction factor of .6364 applies. Thus, the proposed 64' long x 5' wide drainfield design has a total effective absorption area of 502 square feet. The topography of the lot in the area of the proposed construction slopes down towards the west northwest at approximately 10 - 15%. The proposed drainfield will be constructed with its long axis parallel to the natural contour of the land. A cutbank of variable height which was created in the course of street construction roughly parallels the north and west property lines. Due to topographical constraints imposed by the need for the dminfield to follow the natural contour of the land, the south end of the proposed drainfield will have to come within 20 feet of the top of the cutbank. It is believed that a waiver of the normally required 50 foot separation can be justified, because a 25% slope down from the edge of the proposed drainfield would not daylight out through the cutbank. Furthermore, effluent that has passed through soil all the way to the cutbank should be well filtered, and thus free of contamination. At the time that the test holes were dug a small trickle of water was observed flowing in the drainage ditch paralleling the south side of Downey Finch Lane and then flowing through the culvert under Waxwing Circle. The source of the water was presumably groundwater which had been exposed on the surface by the creation of the cutbanks. At the time the monitor tubes were rechecked on July 8 water was no longer flowing in this ditch or through the culvert. As part of this permit request, we are requesting your concurrence that seasonal flows which occur in this ditch should not be classified as surface water requiting 100 feet of separation from wastewater disposal system components. The proposed project will have no significant impact on present or future water supply and wastewater disposal systems serving adjacent properties, nor will it have any significant impact on reserved space- surface and subsurface, or on ddrainage. Please give me a call at 345-1355 if you have any questions on this submittal. cc: John Page Sincerely, Ted Moore, P.E. LOT 9 WELL 100'+ SEPTIC SYSTEM LOT 8 LOT 9, BLOCK 1 (VACANT) LOT 8, BLOCK 1 DOWNEY FINCH LANE ', CUT BANK ~ INSTALL ~ I~~ [ "BULL RUN"~ . [CONSTRUCT D V VALVE/ 64' L. x5'W. ' /**g~d DRAINFIELO ~. ~ ::::::::::::::::::::::::::::::::::::: LOT 6 BLOCK 3 LOT 7 LOT 6, BLK. 3, AUDUBON HILLS SEPTIC SYSTEM UPGRADE SITE PLAN FLATFOP TECHNICAL SERVICES 14530 ECHO STREET ANCHORAGE, ALASKA 99516 1 INCH = 5O FEET DRAWN BY TFM JULY, 1996 NOTE: THIS IS NOT A SURVEYED PLAT. ALL LOCATIONS SHOWN ARE APPROXIMATE. 64' L. x 5' W. SOIL ABSORPTION DRAINFIELD ~ "A" 4" DIA. ASTM F-810 ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::C.O. M.T./~.~~ "k" c.o. ~'~/~ 4" DIA. ASTM D-3034 ____/ PIPE FM. DIV. VALVE PLAN VIEW SCALE: 1" = 10' - 0" MONITOR TUBE CLEANOUT ~/~3MOUND BACKFILL 12" ORIGINAL GROUND ORIGIN L ~F LTER FABRIC BOTTOM Of DRAINFIELD SECTION "A - A" SCALE: 1" = 5' - 0" L6, BLK. 3, AUDUBON HILLS SEPTIC SYSTEM UPGRADE PLAN AND CROSS-SECTION FLATTOP TECHNICAL SERVICES SCALE: AS SHOWN 14530 ECHO STREET DRAWN BY: TFM ANCHORAGE, AK, 99516 JULY, 1996 Flattop Techn~al Services 14530 Echo Street, Anchorage, AK99516 Phone (907) 345-1355 Lot 6, Block 3, Audubon Hills S/D 6700 Downey Finch Lane Wastewater disposal system installation Specifications 1.0 General: 1.1 The scope of the project consists of construction of a 64 foot long x 5 foot wide soil absorption drainfield containing 2.5 feet of sewer gravel below the horizontal distribution pipe. 1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor deviations from these drawings may be allowed or required by the engineer conducting the inspections. All construction procedures and material specifications shall conform with Municipal and State requirements. All separation distances shall be in conformance with Municipal requirements, unless specifically waived. 1.3 The contractor shall be responsible to obtain any necessary utility locates, and to work around any buried utilities. 1.4 The contractor shall provide adequate cover material and rough grading over all system components to ensure that proper drainage is achieved after settlement and that there are no residual depressions. Insofar as possible the contractor shall minimize damage to trees and existing lawn areas. 1.5 Unless specifically agreed otherwise, the homeowner shall be responsible for finish grading after the soil is compacted, as well as placement of topsoil and reseeding all areas disturbed by the construction. 2.0 Septic Tank: 2.1 The existing septic tank may be retained in service, only if it's structural integrity has been verified by the inspecting engineer, and if it has functional cleanout pipes with airtight caps, allowing pumping access to each compartment. Any existing septic tank or seepage pit which is not retained in service must be properly abandoned by thoroughly pumping, removing the top and backfilling with soil. 2.2 If the existing tank is found to be no longer sound, a new 1250 gallon, 2 compartment septic tank shall be set level on undisturbed soil. Each compartment shall be equipped with a watertight manhole cover and a 4" cleanout. If the tank is buried less than 4 feet, it shall be insulated with 2 inches of approved burial type, rigid insulation. 2.3 All pipe connections to the tank shall be equipped with waterproof mechanical couplings. The waste line from the residence to the septic tank shall have a minimum slope of 1/4"' per foot, and the waste line between the tank and the soil absorption system shall have a minimum slope of 1/8" per foot. A cleanout shall be installed within 5 feet of the building foundation, and a double cleanout shall be installed within 5 feet downstream of the septic tank. 2.4 A "Bull Run" diversion valve shall be installed downstream of the septic tank allowing future switching back to the original soil absorption system, if desired. 3.0 Soil absorption system: 3.1 The soil absorption system shall be constructed by excavating a 64 foot long x 5 foot wide trench to a depth of 4.5 feet below original ground on the uphill side. The long axis of the excavation need not be straight and shall be configured to roughly parallel the existing contour of the land. 3.2 The bottom of the excavation shall be level. Any compacted or smeared surfaces shall be raked to allow proper infiltration. Sand for leveling or serving as filter material shall comply with Municipal specifications. 3.3 A total of 3.0 feet of approved sewer gravel shall be placed in the bottom of the excavation with the perforated distribution pipes laid level such that the pipe inverts are no less than 2.5 feet above the bottom of the sewer gravel. Sewer gravel shall be 0.5" - 2.5" screened gravel, with less than 3% passing the #200 sieve. 3.4 Monitor tubes and cleanout pipes shall be of 4" diameter and installed in the locations shown on the design drawings. The portion of the monitor tube extending through the sewer gravel shall be perforated. 3.5 Approved filter fabric shall be placed over the entire top surface of the sewer gravel. A minimum of 2 feet of soil cover is to be placed over the filter fabric. If the soil cover thickness is less than 3 feet, two inches of rigid, burial type insulation is to be placed over the entire top surface of the gravel, in addition to the filter fabric. 3.6 The top surface of the cover material shall be raised a minimum of 12 inches higher than the surrounding terrain to allow for subsequent settlement, and shall be graded to smooth contours. Fill slopes shall be no steeper than 3:1. 3.7 Unless specifically agreed otherwise the homeowner shall be responsible for arranging to have the site finish graded after the backfdl material has stabilized, and for placement of adequate topsoil and seed to promote rapid revegetation of all areas disturbed by the construction. 4.0 Inspections: 4.1 A minimum of 4 engineering inspections will be required during the course of the project: (1) initial stakeout with the contractor to establish the location of the system and to discuss the plans, specifications and construction procedures, (2) after the native material has been excavated to expose the infiltrative surface to ensure that it is level and at the right elevation, and conforms with the soil test information, (3) after the sewer gravel is in place and the distribution pipes have been laid and connected up to the septic tank, but prior to placement of insulation or filter fabric, and (4) after rough backfill and grading is complete. A septic tank requires one inspection after it is set level and the piping connected, but prior to backfdl. This inspection, if required, may be incorporated with any of the above inspections. 4.2 The installer shall coordinate the timing of the inspections with the engineer sufficiently far in advance to ensure the availability of the engineer. TEST HOLE # LEGAL DESCRIPTION: DATE PERFORMED: PERFORMED FOR: DEPTH (feet) 1 FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 SOILS LOG -- PERCOLATION TEST Lot 6, Block 3, Audubon Hills S/D June 7, 1996 John and Patricia Page Pt. SM Reddish sandy loam SP/SM Gravelly sand Somewhat silty Dark brown, dry SM Brown silty sand Damp, lenses of SP/SM lenses of ML ML Light gray Sandy silt (Hard digging) B.H. SLOPE SITE P~N O T.H. Depth to Groundwater Date Water seeps at bottom 6/7/96 Water 10.0' B.G.L. 7/8/96 Clock Net Time Porcometer Net Drop Date Reading Time (minutes) Reading (inches) 6/7 12" Presoak Add water & start 10:37:20 23 3/8 #1 10:39:20 2 21 1/4 2 1/8 Add water 10:39:40 23 1/4 #2 10:41:40 2 21 5/16 1 15/16 Add water 10:42 23 5/16 #3 10:44 2 21 3/8 1 15/16 PERCOLATION RATE 1 (minutes/inch) PERC HOLE DIAMETER 6" TEST RUN BETWEEN 3.5 FTAND 4.0 FT COMMENTS: Test hole is 12 feet away from an eight foot high cut bank. PERFORMED BY FLATTOP TECHNICAL SERVICES. I ~'-..~ ~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~J"~r' [~ /~t~ TEST HOLE LEGAL DESCRIPTION: DATE PERFORMED: PERFORMED FOR: DEPTH (feet) FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 SOILS LOG -- PERCOLATION TEST Lot 6, Block 3, Audubon Hills S/D June 7, 1996 John and Patricia Page SLOPE Pt GM/SM Fill material Pt SM Reddish sandy loam SP/SM Somewhat silty gravelly sand lenses of SP, GP similar to T.H. #1 SM Brown silty sand similar to TI-I. #1 Water flowing into T.H. GP/GM silty gravel saturated ML Gray silt Depth to Groundwater Date Water at 10' - 0" 6/7/96 Water at 7' - 10" 7/8/96 Clock Net Time Percometer Net Drop Date Reading Time (minutes) Reading (inches) PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FI' COMMENTS: PERFORMED BY FLA'I'-roP TECHNICAL SERVICES. I ~7'"..~ ~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~--~ :~~ MUNICIPALITY OF ANCHORAGE v, Oz'~i _~-~'~'~"1 DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ~_~~ ENVIRONMENTAL ENGINEERING DIVISION (i~,~ 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR ~ELL INSPECTION REPORT ~w NAME IPHONE MAILING AD'Ess LEGAL DESCRIPTION LOCATION NO. OF BEDROOMS j Wel, Absor~on area Dwelling PE.~IT NO. X~ 0 ~ DISTANCE TO: Material · No. of compartments ~ Liq. capaci~gallons ~ Inside length Width Liquid depth ' 1~ IF HOMEMADE: ~ ~ DISTANCE TO: Well Dwelling PERMIT NO. O Z ~ Manufacturer Material Liquid capacity in gallons ~ DISTANCE TO: Well ~ H ' Foundation Nearestlt~___ ~ PERMITNO. ~ 3e~ ' Total ,engt~of~s Trench wid~ Distance between lines ~~ ND. Of line Length IJ~o ¢ inches ~ ~ ~ Top~-~i]~ to fi~is%~grade Material beneath tile ~/ -- Total effecti~absorptio~ area ken,th ~idth De~th ~ff~MIT ~0. ~ Type of crib Crib diameter Crib depth Total efCective absorption area ~ Well Building foundation Nearest lot line ~ DISTANCE TO: ~ Class Depth Driller Distance to lot line ~ PERMIT NO. ~ ~ DISTANCE TO: Building foundation Sewer line ~ptic tank Absorption area(s) OTHER I PIPE MATERIALS / J ~ ~[~ SOIL TEST RATING INSTALLER "~ APPROVED DATE LEGAL 72-013 (Rev. 3/78) F'ERH I T I'.,hZL ( :..:. !05±0 .-~PF'L. t L-:F!NT L .-;F:R T ! [..EGFd_ DEF'RF:THENT OF HER[_'TH FtN. D EN',,,'!F.:ONMENTF~L PROTECTION 3::25 "L" STF.:EET., RNE:H: F.'RGE., RK. '7950! :7¥4--4720 E, 1'-4~ .... ~2; ! -r E2 :&.="; FE !..,.-! I:E [;: F" E: i;: 1',1 :E "T E:,O.LtN"r' F I NC:H LFINE SF.:R B 0',:.:: LOT E; BLK Z:: R. UE:,UBF~N HILLS ':;UB LOT SIZE ~: 4,4 - E; F-: q 0 5E~000 SQURRE FEET '["T'F'E OF SCi I L FIE SOF'F:'T Z ON '~ 'Y'_:;TEM I S r:,RR I NFI EL[:, ~ - ,.-4,0 ! L. R FI T Z N G "''';ITl F T -'F',F' '" '''=' i ~":5 · 1H,', Z ?'!UM NUHE',ER OF E EDF.'OF~M'_:; = 4 .............. THE REC!U I RED E; I ..-"E OF THE: SCi I I_ RE '50F'F"f'I ON S'T":-;TEM I L:, ' 'T'HE LENGTH [:,IMENE;ION IS THE ._EF,13TN ,::IN FEET':, OF THE TRENCH OF.: r::,RRINF!EL[:,. THE DEPTH :iF R TRENC:H L-iF.: PIT IS THE E:,~STRNC:E E',E:THEEN THE E:UF.:FRCE OF THE 3POI_I?-~[:, ¢4. N[:, THE EOTTCmt CF THE E::.::E:F4',,,'FITION ,::IN FEE/.T~.---- ~ T H E T' F.: E] ~"-.I C: t--~ L--I ! [:. -f- ~-4 I ~; , ~ Em ~:_:-~ F E THE GRR',,,'EL DEF'TH IS THE HINIMLtM [:,EF'TH OF GRR,,,EL~ETHEEN IHE OUTFRL. L F'!F'E RND THE E3TTOH OF THE EX:R',,,'RTION ,::IN FEET::,. F'EF.:F!IT RF'PLIERNT HRS THE F.:ESF'C~NSIE:IL!T'T'-!'0 !NFOF::M THIS [:,EF'RRTMENT [:,UF.:ING THE T..NSTRL_RTION Z.NSF'EE:TIE~NF OF RN'T' WELLS RC, JRCENT TO THIS PF.:OF'EF.:T'T' RND THE NUMBER OF F:ESZr:,ENCES THRT THE HELL WILL SEF.., E. ......... 'f- 1..,-I C~ ,:': 2 ::, :[. I'-,1 '_::_; F' E C: 'T' :1: " ' ' I-' ~'" E:RCKFILI_ING OF RN"r' S'T'STE.f'I .WITHOUT FIr',IFIL I.NE;F'EC:'f'!CIN RND HFFR .... HL_ 'f'H!:-:; DEF'RF.:TMENT HILL E:E SUBJECT Tr] PF.:nSET..'UTION. HINIMUH D!STFINCE E:ETWEEN F! WELL RN[:, RN'T' ON-L:;ITE SE.WRGE [:,ISF'OSRL S'T'STEt'! :200 FEET FOR R F'F.:~'v'RTE WELL OR 150 TO 2F~0 FEET FROH R Pt. JBL. TC HELL DEPENr:,ZNG UPON THE TYPE OF' PUE',L~C HELL. HtN!MLtH [:,ISTRNCE F'ROM R F'RI',,,'RTE HELL TO R PRI'v'RTE SEWER LINE IS 25 FEET "FO R COMMU,NIT'T' SEHER LINE I':; '?5 FEET. WELL LOGS RF.:E REQUIRE[:, RN[:, MUST E:E RETURNEE:, TO THE [:,EPRF'.THENT HITHIN .70 OF THE HELL COMPLETION. OT'HER REQUIREMENTS P1R'¢ RF'F'LY. SPECIFICRTIONS RN[) CONSTRUCTION [:'IRGRRMS RRE R'v'RILRBLE TO INSUF.:E F'ROPER I NSTRL. LRT ION. I C:EF.:TIFY THRT · 1' I RM F'RMIL!FiR WITH THE RE:C!UIF.:EMENTS FEF.' ':LN-'_:;I]-E SEHERS RN[:, WELLS RS SET FOF.:TH c,F"¢: THE ..... MUNIE:IF'RLIT'T' OF RN-:H']F.'F~GF 2 ! .WILL t,NSTF!LL THF --,T.:,TE[, IN RC:CORDFINC:E WITH THE Z:FE:,ES. ~:' I UN[:,EF.:STRND THFIT THE ON-':;ITE SEF!ER S'T'STEM r.lR'.r' F.':EQUIRE ENLRRGEMENT IF THE RESIE:,ENCE IS REMODELED TZ INCLUE:'E MOF::E THRN 4 EE[:*F.'OOMS. C,~=~=~H~= :~. -._ -- .._. ~ 94. 0 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Pouch 6650, Anchorage, Alaska 99602 276-222f SOILS LOG - PERCOLATION TEST [] ~ LS LOG [] PERCOLATION TEST PERFORMED FOR: · EGAL DESC. PTIO.: 1 2 3 4 5 6 7 8 0 10 SLOPE 11 12 13 14 15 16 17 18 19 NOel 732-E June 22~ l<2d8 20 ! PERFORMED BY: ~f i~. ~_,~ , DATE PERFORMED: WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE TEST RUN BETWEEN CERTIFIED BY: (minutes/inch) FT AND ~ FT 72-008 (7/76) 2701 Eagle Street DAILY DRILLING LOG SYREN BROS. DRILLING, Anchorage, Alaska 99503 274-6437 OWNER OF' LAND ...... ~..~.~.r..'.d......~...O..~...~...~...~...O...~. ........................................ A D D RE SS....S..:.... ,~., :......~..O.,.~....,.~...0., .-.~.! ..... ~ ?.!?..o...r. ~.~..?...~.....~...K.. ...... .9..?., .~.9 2 DATE-STARTED ...... ..~..-...2...0...~ .8..~ ............................................................ ..-20-~1 DATE - ENDED ............................................. DEPTH OF WELL ....... ...'),/ ........ .r...o...~....g.?..o...Lt...r).fl.....~.~.,~.~.,~. ..................... =~ artesian STATIC LEVEL OF WATER ,. , ................................. 0 DRAW DOWN FT ....................................................................................... GALS. PER ~m,w,~ 6 ~m artesian KIND OF ~*~'~ 6 /A 33/ord. B steeq caszm~ .... ~,~ ......... / .............. v .............. J.:~ .... KIND OF FORMATION: FROM...9.. .................. FT. FROM ........................ FT. FROM ........................ FT. FROM ........................ FT. 21 FROM ........................ FT. FROM ........................ FT. F 21 '8" ROM ........................ FT. FROM ........................ FT. FRO ~ ....................... FT. FROM ........................ FT. FROM ........................ F T. FROM ........................ FT. TO ....................... FT ................................... 21 wet clay & gravel TO ....................... FT ................................... TO ....................... FT ................................... 21 '8" boulder TO ....................... FY ................................... TO ....................... FT ................................... grey clay & TO....?..~ ......... FT..~..o.m..?.,.../~.v...av...e~.7. dry TO ....................... FT ................................ 42 cia_v & ' TO ........ 7 ............ FT..~ig,~..~...gE~y.~l - dry TO ....................... FT .................................. ............. TO ....................... I"T ................................... sand & FROM .........D..~. .......... FT. TO ......... .'.'. ~: ............ ~ .............. ~ ........ :::,, FROM ........................ FT. TO ....................... ET ................................... FROM ........................ FT. TO ....................... FT ................................... FROM ........................ FT. TO ....................... FT ................................... FROM ........................ FT. TO ....................... FT ................................... FROM ........................ FT. TO ....................... FT ................................... FROM ........................ FT, TO ....................... FT .................................. FROM ........................ FT. TO ....................... FT ................................... FROM ........................ FT, TO ....................... FT ........................ : .......... FROM ........................ FT. TO ....................... FT ................................... FROM ........................ F'[. TO ...................... FT ................................... FROM ........................ FT. TO ....................... FT ................................... I MISCL. INFORMATION: Pulled back to 57'. DRILLER'S NAME .......... ~..'~..q ~.h...e...r}.., ..D..:....~ ~..~..~ ~. ............................... . I D,~', AEd. EIVED ,' .~'" '" INSPECTION APPOINTMENTS / ,, v" , TIME' TIME TI"ME DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR MUNICIPALITY OF ANCHORAGE ]~.l,~\~/l~,~],~iL?~ [ i ,~]CYION /N>-~.~,~,~ DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTE-~TION ,,~'~=~ ~.~,, 825 L Street- Anchorage, Alaska 99501 i",i~) ENVIRONMENTALTelephoneSANITATION264.4720 DIVISION [~ E C EI V E D REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on page 1, Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. PROPERTY OWNER~ PHONE MAI LING ADDRESS 2. BUYEF~ PHONE MA,L,NO ADDRESS'---; 3. LENDING INSTITUTION I PHONE MAILING ADDRESS / ~. REALTOR/AGENT PHONE MAILING ADDRESS 5, LEGAL DESCRIPTION STREET LOCATION 6. TYPE OF RESIDEN(~E NUMBER OF BEDROOMS ~ One [] Four [~' ~ Two [] Five SINGLE FAMILY [] MULTIPLE FAMILY [~ Three [~ Six [] Other 7. WATER SUPPLY INDIVIDUAL* COMMUNITY [] PUBLIC UTILITY * ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM INDIVIDUAL/ON-SITE** PUBLIC UTILITY YEAR ON-SITE SYSTEM WAS INSTALLED. ,: ',: y C '_. t , . NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72 010 (Rev. 6/79) THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE [] SINGLE FAMILY [] MULTIPLE FAMILY [] ONE [] TWO NUMBER OF BEDROOMS [] THREE [] FIVE [] FOUR [] SiX 2. WATER SUPPLY [] INDIVIDUAL [] COMMUNITY [] PUBLIC UTILITY Connection Verified 3. SEWAGE DISPOSAL SYSTEM []INDIVIDUAL/ON -SITE []PUBLIC UTILITY Connection Verified []Septic Tank or [] Holding Tank Size: If Tank is homemade give dimensions: PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED PERMIT NUMBER DATE INSTALLED INSTALLER SOILS RATING TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES WELL TO: Absorption Area to nearest Lot Line 5. COMMENTS [] OTHER Septic/Holding Tank IAbsorption Area [Sewer Line INearest Lot Line DATE OVED FOR BEDROOMS CDiOsNADpI;~oOvN EA; APPROVAL (letter mu~/~;pan¥ certificate) 72-010 (Rev. 6/79) ~';'~:: "t_." ol RE=l- ,,,NCt-ii.) R AC;, E, A i. ASKA c~or:.~ ~., ~, ...o 1 (t071 2(i4-4111 August 21, 1981 Garry Houghton Star Route A Box 80-H Anchorage, Alaska 99507 Subject: Lot 6 Block 3 Audobon Hills Subdivision Approval for the individual sewer and water facilities cannot be granted until the following items have been completed: (2) The water analysis report needs to be submitted to this office from the Chem Lab, 5633 B Street, for our review. The depression around the well casing needs to be filled with impervious type soil so that it slopes away from the casing. Exposed electrical wires to the well head are in violation of the Municipality of Anchorage codes and must be encased in conduit. ~(4) (5) The permit for installation of an on-site sewer sytems has been issued, however, we have not inspected the installation. If a private engineer inspected the system, please send us the report for our files and review. A well log submitted to this office for our' files and review. Please notify this office for a reinspection when the noted descrepancies have been corrected. If there are any further questions, please call this office at 264-4720. Sincerely, James S. Roberts Associate Environmental Specihlist JSR/Ijw Municipality of Anchorage ` �- On-Site Water and Wastewater Program <' • (907)343-7904 SAM'," 'Y Certificate of On-Site Systems Approval Parcel I.D. 015-231-73 Expiration Date: I,� - f q 1. GENERAL INFORMATION Complete legal description Audubon Hills #1 Block 3 Lot 6 Location (site address) 6700 Downey Finch Dr. Current Property owner(s) John Page Day phone Mailing address 6700 Downey Finch Dr. Anchorage, AK 99516 Real Estate Agent Day phone 2. TYPE OF DWELLING: 0 Single Family(w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 5 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Q Individual Individual Water Storage ❑ Holding Tank 0 Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received Date: /V/alc7 COSA to be released to the engineer,unless otherwise requested by the engineer. COSA Fee $ 5a-a Waiver Fee $ • Date of Payment /o/o2./ 13 Date of Payment Receipt Number £5-gY3C7 Receipt Number COSA# Q cj C /Z/5c 4, Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation,based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are)safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection,the on-site water supply and/or wastewater disposal system is(are)in compliance with all applicable Municipal and State codes,ordinances,and regulations in effect at the time of installation. In conducting an adequacy test,I attempt to provide a thorough,conscientious engineering analysis of the system in accordance with MoA COSA guidelines and regulations.The reported results describe the performance of the system under the conditions encountered at the time of the test. and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition,ground water levels that may fluctuate during the year,and the water usage of the family being served by the system.These conditions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system,nor do they guarantee that there are no hidden defects or encroachments.Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system.The content of this report is for the sole benefit of the owner listed above. Name of Firm Pannone Engineering Services LLC Phone (907) 745-8200 Address P.O. Box 1807 Palmer, AK 99645 Engineer's Printed Name Steven R Pannone Date 9/24/2018 6. DSD SIGNATURE e••••ww••• System #1 Approved for bedrooms .Steven R. •onnone 4i%'• CE-8149 R System#2 Approved for bedrooms �� i� OFES9 Disapproved >>,\\• �•��� Conditional approval for bedrooms,with the following stipulations: -Z • ON"SVT�p AS pN ,-TER o' fo W p,STE ?• oGRp,M �FMT SER��c BY Original Certificate Date: /0 �-1 The Municipality of Anchorage Development Services Division(DSD)issues Certificates of On-Site Systems Approval (COSA)based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet f .. c If more than 1 septic system is on the lot: COSA Checklist# 1 of 2 Structure served by this system 1 Certificate of On-Site Systems Approval Checklist Legal Description: Audubon Hills #1 Block 3 Lot 6 Parcel ID:015-231-73 A. WELL DATA Well type Private • If A, B, or C provide PWSID# Well Log(YIN) Y Date completed 5/20/1981 Sanitary seal (Y/N) Y Wires properly protected(Y/N) Y Total depth 57 ft. Cased to 57 ft. Casing height(above ground) 12+ in. FROM WELL LOG AT INSPECTION Date of test 5/20/1981 8/8/2018 Static water level ARTESIAN ft. Artesian ft. Well production 6 g.p.m. 6 g.p.m. WATER SAMPLE RESULTS: Coliform Neg colonies/100 mL Nitrate 6.02 mg/L Arsenic ND ug/L Date of sample: 9/4/2018 Collected by: PES B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/SteelDate installed 9/19/2018 r Tank size 1 500 gal. Number of Compartments 2 Cleanouts(YIN) Y Foundation cleanout(Y/N) Y Depression over tank(Y/N) N High water alarm(Y/N) N/A Date of pumping Pumper NEW C. ABSORPTION FIELD DATA Date installed 9/11/1996 Soil rating (g.p.d./ft2 2 1.2 GPD/SF Shallow Trench or ft /bdrm) System type Length 65 ft. Width 5.0 ' ft. Gravel below pipe 2.5 ft. Total depth 4.5 ft. Eff. absorption area 510- ft2 Monitoring tube Y Depression over field N Date of adequacy test 8/8/2018 Results(Pass/Fail) Pass For 5 bedrooms Fluid depth in absorption field before test 6 in. Water added 600 gal. New depth 8 in. Elapsed Time: 140 min. Final fluid depth 6 in. Absorption rate >= 600+ g.p.d. Any rejuvenation treatment(past 12 mo.)(Y/N&type) None Known If yes, give date 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&circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot 100+ On adjacent lots 100+ Absorption field on lot 100+ On adjacent lots 100+ Public sewer main 75+ Public sewer manhole/cleanout 100+ Sewer/septic service line 25+ Holding tank 100+ Animal containment areas 50+ Manure/animal excrete storage areas 100+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation 10+ Property line 10+ Absorption field 5+ Water main 1 O+ Water service line 10+ Surface water 100+ Wells on adjacent lots 100+ ABSORPTION FIELD ON LOT TO: Property line 10+ Building foundation 10+ Water main 10+ Water Service line 10+ Surface water 100+ Driveway,parking/vehicle storage 10+ Curtain drain 50+ Wells on adjacent lots 100+ • F. COMMENTS Entire system is able to absorb in excess of 750 GPD. (adequate for 5 bedroom house) G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and ���Q' • .4,.. review of Municipal records that the above systems are in 0.r.• t, /\ • conformance with'MOA COSA guidelines in effect on this date. e•• • • Steven Pannone 1 � Engineer's Printed Name •Steven )2.•liorinorie:• , 9/24/2018 CE-8149 gam/ Date �(1� ,d k0 • • �OFESSI�P ,m COSA canary sheel_2-6-15.doc If more than 1 septic system is on the lot: COSA Checklist# 2 of 2 Structure served by this system 1 Certificate of On-Site Systems Approval Checklist Legal Description: Audobon Hills #1 B3 L6 Parcel ID:015-231-73 A. WELL DATA Well type see cneecsetal#1 If A, B,or C provide PWSID# Well Log(YIN) Date completed Sanitary seal (YIN) Wires properly protected(Y/N) Total depth ft. Cased to ft. Casing height(above ground) in. FROM WELL LOG AT INSPECTION Date of test • Static water level ft. ft. Well production g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform colonies/100 mL Nitrate mg/L Arsenic ug/L Date of sample: Collected by: B. SEPTIC/HOLDING TANK DATA Tank Type/Material See Checklist Pg#1 Date installed Tank size gal. Number of Compartments Cleanouts(YIN) Foundation cleanout(Y/N) Depression over tank(Y/N) High water alarm (Y/N) Date of pumping Pumper C. ABSORPTION FIELD DATA . Date installed 8/19/81 Soil rating (g.p.d.fft2 or ft2/bdrm) 125 SF/BR System type Shallow Trench r Length 38/40 ft. Width 55. ft. Gravel below pipe 2 ft. Total depth 6.5 ft. Eff. absorption area 537 ft2 Monitoring tube Y Depression over field N Date of adequacy test 9/11/2018 Results(Pass/Fail) Pass For 5 bedrooms Fluid depth in absorption field before test 0 in. Water added 600 gal. New depth 0 in. Elapsed Time: 120 min. Final fluid depth 0 in. Absorption rate >= 600+ g.p.d. Any rejuvenation treatment(past 12 mo.)(Y/N &type) None Known If yes,give date 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&circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot 1004 On adjacent lots 100'+ Absorption field on lot 100'+ On adjacent lots 1 001+ Public sewer main 75 + Public sewer manhole/cleanout 1001+ Sewer/septic service line 25 + Holding tank 1001+ Animal containment areas 50'+ Manure/animal excrete storage areas 1001+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation 10 1+ Property line 10 + Absorption field 101+ Water main 25'+ Water service line 25'+ Surface water 1001+ Wells on adjacent lots 100'+ ABSORPTION FIELD ON LOT TO: Property line 10 1+ Building foundation 10+ Water main 101+ Water Service line 25'+ Surface water 1 001+ Driveway,parking/vehicle storage 10'+ Curtain drain 501+ Wells on adjacent lots 1001+ F. COMMENTS System pre soaked before test. Entire system is able to absorb in excess of 750 GPD. (adequate for 5 bdrm house) G. ENGINEER'S CERTIFICATION �oF AL. •k\ I certify that I have determined through field inspections and '"''�P' • review of Municipal records that the above systems are in ,-.6,-._ *'•• 1 j\ -.,�y conformance with MOA COSA guidelines in effect on this date. elly gip Engineer's Printed Name Steven Pannone :Sleven Porinorie Q Date 9/24/2018 #4,1;-. CE-8149 .„moo,/ �` � � o Opo- %% COSA canary sheet_2-6-15.doc MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT • r 907-343-7904 On-Site Water and Wastewater Section `s Fax: 343-7997 www.muni.org/onsite Nitrate Advisory Certificate of On-Site Systems Approval # 0SC181524 Subdivision: Audubon Hills #1, Block: 3 , Lot: 6 A water sample revealed a nitrate concentration of 6.02 milligrams per liter (mg/L). The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Please see the attached "Nitrate Fact Sheet" for important information regarding nitrate. This advisory must be attached to all copies of the subject Certificate of On-Site Systems Approval. Mailing Address: P.O.Box 196650*Anchorage,Alaska 99519-6650 *www.muni.org Nitrate Fact Sheet From Northern Testing Laboratories, Inc. Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble in water. Nitrate is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells. SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners, food solids,and bacterial cells. It may also result from the breakdown of organic matter buried in the soil. TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years, but is associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry oxygen. For this reason, methemoglobinemia is referred to as "blue baby" disease. The EPA limits the concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization. TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home water treatment systems such as softening or iron filtration does not readily remove nitrate. The best method for limiting nitrate in well water is source control. This can include avoiding overdosing of fertilizer near the well and maintaining good separation distances between septic tank leach fields and the well. A special anion exchange filter that contains a media with a strong affinity for negatively charged ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate. TESTING: Nitrate analysis is usually done by one of the several "wet chemical" methods using a spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect the activity of nitrate in water. This laboratory uses several different wet chemical methods approved under the public water supply laboratory certification program. They also have test kits available, which the laboratory uses to perform an inexpensive "screening test", and with which the homeowner can monitor the change in nitrate levels from their well. They recommend comparing the test kit results against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples. Mailing Address: P.O.Box 196650*Anchorage,Alaska 99519-6650 *www.muni.org N Frontier Surveys,LLC Project No: 18-401 Date:10/4/2018 Ordered By: Nicole Brown Plat:78-295 Grid: N/A t Scale 1'=40' --1---------4 DOWNEY FINCH CIRCLE----- _,_ -` CULVERT o -� N89'57'59'E 90.00 L= .9T I a �-- ` �/, .,a 0a R= 91.22 N �, I 1 ..:;,;1, Lot Lot 6,Block 3 l e \' j l Audobon Hills#f 1 RETAINING WALL TYP.J ' r 43,110 Sq.FL \�� 6700 Downey Finch Lane ....-- * ---4:-% O r 3 Story Wood Frame House 'With Attached 2 Car Garage r � Y ,� I 4 I. 3RD STORY DECK �: I 2ND STORY DECY. r� 1+ i !r I U i Ir.r....s te 4, . 'I I/ l'IP / ,b° 'QY CI n. ,§ Q1 3 Q ,re.o u I ©�.,a o i \ , tJ--Eiji218— " LOTS 1 1V J 1 O � •,' t '3 r I I 'P,�o \ „I OIR�O!1V b e, 1 GRhv o r v♦ d AtUgO y' •s N7a, LOT 7 r'zs, Legend: XElectric Meter/Outside Power `D.t Telephone Pole 0 Metal Post :