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Home My WebLink AboutSKY HARBOR ESTATES LT 3A Municipality of Anchorage Pa.ge 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 Inspe~ction Report Permit Number: ,,!~L~ ?¢ot3 q PID Number: Name: Wastewater System: [] New [~Upgrade ABSORPTION FIELD Phone: NO. of Bedrooms: ~f.f~_~ :~_/.{ ~,.~ ,~ [] Deep Trench [] Shallow Trench [] Bed [] Mound -~ Other LEGAL DESCRIPTION Soil Rati2g:, ~ GPD/Sq. Ft, Total~Depth from.¢ original grade: Lot: ,~ Block: Subdivision: ~,' ¢~. ~(S ~:~,~, 3 Depth to pipe bottom from original grade: Gravel depth&~.~zbeneath pipe Township: Range: Section: Fill added above original grade: Gravel length: ~ C~'-- Ft, 3~r Ft. Gravel width; Number of lines: Distance between lines: WELL: [] New [] Upgrade.~.~......- ~¢"~ (~ Ft. [/ ~ Ft. Classification (Private, A.B,C): Total Depth.~.¢.¢~ ~'~sed To: iTotal absorption area: Pipe material: GPump Set at: Casing Beight Above Ground: TAN K PM Ft. Ft. SEPARATION DISTANCES '[~Septic [] Holding [~ S.T.EiP. To Septic Absorption Lift Holding Public/PrivateManufacturer: Capacity in gallons: From Tank Field Station Tank Sewer Lines ~.t,~"~'~¢ f¢'~-~ ~/ ~ Material: Number of Compartments: Su~aoe LIFT STATION Water / ~C~~ tb-~O+ ~ ~ Lot t'll~' Size in gallons: Manufacture~l//~ "Pump on" levelel at: L~a rfc~.f~at' ",~ level at:J High water alarm at: Curtain /t//.u~ ~--- ~ ~ P¢odel Electrical Inspections performed by: Drain BENCH MARK Location and Description: I Assumed Etevation: ENGINEER'S SEAL inspections performed by: -S'Few~'ot~E~'cc,vo'J~;;f'4~ates: 1st &/12/¢~ Department of Health and Human Services approval:,: ~ 72~013 (Rev. 9/91) MOA 25 I I WELL i WELL UNDEVELDPED, ~ :' \ J~' ' ':;I. NO WELLS ,UR SEPTIC ",, ' \ [-'EXiST,~--i : ~ / WITHIN lO0 UF ~ ~ ~ =~ ~ /: ! BM=lO0' / PROPDSED SYSTEM ~qL F'~D~ ' ~HRESHDLD flF~DR EXIST G 1,0009 ~ "'~ "~ T~c ~..:: ~ ~ A~NDDNE~ ~~ ......... ~~D~-' _~ RELDCATED TANK ................................................... .......................................... ...... ........................................................................................................... 3BLFxS'x~' EFF~ ...................... PIPI INV= 93,4 TRACT IS UNDEVELDPED, AS-~UILT ND ~ELLS DR SEPTIC ~ITHIN ~00' DF PRDPDSED SYSTEM C~\Wort<\3-SKYH,DWG CD A 2 FC 44,8 5,8 DESIGN, DC1 83,5 71,8 Perc Ra~e~ 2 MIn/Imch T1 87,9 88,0 SoK Rating, 1,8 Qpd/s¢ T8 87,5 85,0 3 ]],R, 375 SF RequlreN I)C2 85,0 87,9 AS-I]UILT MT 81,8 955 5-WIDE Trench C1 83,0 106,4 R,F, : 0,50 4' ECPectlve, 5' WINe, 8,5' Total Depth, 38' Long 380 SF Total PREPARED FOR, Mr, Larry 3oyd 11681 ~arr Roa~ Anchorage, AK 99516 (907) 345-7483 PANNONE ENG, SVC P, O, 3OX 142085 ANCHDRAGE, ALASKA 99514 272-8218 OATE, 6-14-98 AS-DUILT §CALE~ PERMIT NB, S~/0134 AS-BUILT DETAILS ~/ASTE¥1ATER ABSORPTION SYSTEM LOT 3 SKYHARBOR S/D P,I,D, NO, 015-272-66 Z [21 W u~ C,\~/ork\3-$KYH,D~/G P~-r m,~EO FOR~ Mr, Larry ~oyd 11681 ~irr Roa~ Amchora§e, AK 99516 (907) 345-7483 38~1 ~OiINON IAON¥393 NflUNV393 ±nONV~g3 NBI£¥ENOOJ Ld W PANNONE EN~, SVC, P, O, BOX 142025 ANCHORAGE, ALASKA 99514 274-0308, 278-8218 FAX DATE, 6=14-98 NOT TO SCALE AS-BUILT MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 995'19-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: May 22, 1998 Expiration Date: May 22, 1999 Permit Number: SW980t34 Design Engineer: 0062 Steven R. Pannone Owner Name: Larry Boyd Owner Address: 11681 Barr Road Anchorage, AK 99516- Parcel ID: 015-281-80 Legal Description: SKY HARBOR ESTATES LT 3 Site Address: 011681 BARR RD Lot Size: 19537 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: E~7 Disposal Field i~ Septic Tank [] Privy [] Private Well Holding Tank Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. Received By~.~'x~ ~'~ Steven R. Pannone, P.E. Consulting Engineer (907) 272-8218 May12,1998 P.O. Box 142025 Anchorage, Alaska, 99514 (907)272-8218 Fax Municipality of Anchorage Dept. of Health & Human Services On-Site Services Section P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 3 Sky Harbor Subdivision Septic System Upgrade Request Gentlemen: My firm was contacted to investigate the possible upgrade of the septic system serving this lot. The owner would like to construct a new hangar that will be located over the existing system. A single test hole was excavated on May 2, 1998. The soil report and percolation test results are attached. Ground water was monitored for seven days. No ground water ~vas encountered or monitored. No bedrock was encountered in the test hole. The lot is approximately 0.45 acres in size. Lot 3 slopes to the southwest at a rate of approximately 2 to 10 percent The proposed installation will be located on the eastern portion of the lot. The proposed location will be greater than 100 feet away fi'om the private well serving this property and the surrounding properties, and 25 feet from the water service lines. The surrounding systems are located greater than 50 feet from the proposed installation. The lot to the south and east are both undeveloped. The proposed installation shall not impact the future development of the surrounding or existing lots. See attached design. The new system will maintain over six feet vertical separation to the bedrock, over four feet vertically to the ground water and over 100 feet to surface water. If you have any questions about the proposed installation, please contact me at 272-8218 Sincerely, teven . annone, P. '. Attachments: C:\WORK\3-skyh.001.x~l)d ~ LDT ,:9/ ,SKYHARDDP~/~?D N '"~. / C,L, 3ARR J~AD '~'\ -7 ..... x- ........ ',, / [ FS~,T'G ,. i EXIST'G J W~.LL ~ j WELL ,i,% i LF1T G , /\ : / UNDEVELDPED, '~. ./ \ [ ................ I ':~: ND WELLS ,FIR SEPTIC \ ' ~ F'-' ~,.J"-'i / i WITHIN lO0 DF ; ~| EX~.u i / i ]]M-I~]O' PRDPDSED SYSTEM i ~ 3 R, ~ ? _. ~ ......... d__ / ~ ...............HDUSE I ~ .I MNb. NHULIJ UI- UUN / , ,,!.....~..~ ............ .~.~.--.4-. ~FnUN~^.Ta'dN CL~^Nnu'r ~XmT ~ ~,000~ '~ ~.. T~ I J ~t~ ~-~u~ ~~::':: / HANGAR I I j ................ 7~t~'~IP J / ~ ~ INTEGRITY ~ ~ ~x / ~ ~I~V-~,fl' FIELD. 3BLFx3 x5 EFF, TRAC~ IS UNDEVELDPED. P~I INV= 9~.7 ND WELLS DR SEPTIC WITHIN ~00' DF PRDPDSED SYSTEM C~\Work\3-SKYH,DWG DE~glGN~ peM~ R~te, 8 MIn~ll~ch Sdl( Rating, 1,8' gpd/s¢ 3 :B,R, 375 SF Required Deep Trench 5' E£Pe~tlve, 8-3' ~'~de, %5' T~'~&~ Depth, 38' Long 38Q SP Total PREPARED FOR: Mr, Larry ~oyd 11681 Bart Ro~d Anchorage, AK 99516 (907) 345-7483 PANNQNE'ENG, SVC P, O, BOX 148085 ANCHORAGE, ALASKA 878-8818 99514 DATE. 5-11-98 I DESIGN PERMIT NO, P,I,D, Nh, 015-272-66 DESIGN DETAILS WASTEWATER ABSORPTION SYSTEM LOT 3 SKYHARBOR i~nN¥390 Z W C,\~/ork\3-SKYH,I)WG b_ inONV3]O ~ ~ , IRON¥390 PREPARED FDR~ Mr', L~r'py 11681 ~(IPr' Roo. o~ Anchorage, AK 99516 (907) 345-7483 1~0N¥390 PANNONE ENG, SVC, P, 0, BOX 142085 ANCHBRAGE~ ALASKA 99514 274-030B, 872-8818 FAX DATE~ 5-]1-98 NOT TO SCALE DESIGN Municipality o! Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: ~---A r~ r~',~' ~0 ~'~'[~ LEGAL DESCRIPTION: L...~ ~ I~, ~" /~A I~:>0 ~'L Township, Range, Section: (FEET) 2 3 4 6 7 8 ~0 12 ~4 17 ~8 2O COMMENTS SLOPE WAS GROUND WATER ENCOUNTERED? SITE PLAN Deplh lo Water Alter monitoring? ~ Date: Reading Date Gross Net Depth to Net Time Time Water Drop ~/~/~ /o..~o -. :F ~/~ t~ ,. ~ f ~ 'r~ ,~. PERCOLATION RATE '~ tm,nutes/mch) PERC HOLE DIAMETER ~'~"<~) TEST RUN BETWEEN "~ FT AND <2~__ FT PERFORMED BY: "~ '[~'~ '~/~tPJO~/t-~ (T'~' ¢'~' I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: '~/~-~/~' ~ 72-008 (Rev, 4/85) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION DISTANCES Lot ~0~~ " SEPTIC ABSORPTION / TANK EIELD WELL SEPTIC [] HOLDING TYPE OF SYSTEM F~'TRENCH [] RED [] W. DRAIN ~ OTHER Depth ~ ~otaldepUlfromongmalgra, original grade / ,~..)¢ 8'¢ ¢~./¢ WELLS PRIVATE OTHER fld'enlifv) Depth Cased to REIVIARKS: Scale: il/= 50' - Inspections ¢~rlOl 1/~o-d I _~ [~% ~-~,~_~1 ~ .~ cedify thai Ihis inspection was perlormed according to all 72-013 (3/85) THO/~ A. FISCHER CE- 6793 T 4ti N l'::i I:::' lei', R M ]i T ~ i;!":i~i IF'Y Ilia:Jill ioP'i.l'i by 'LI"I~.~' I"h.,u'iic::i.l::~al:i,'LY oi ~inc;l"~mPag~, d~qO~) a. nd 'l;.l"lc~, 13t. a~'L(.;(~ mf ~,~;I.~1.::~,, ;;::~.,~ !~ ~.~ ;i, ;I, ]. :i.l~'L,a;I.I Ll"t(? !~i~./!~i'l:.(;.;~lll J, lq ~d;::(;::Ol'dal'l(7t..'..~ b~i'l;J"l all ,::~i~:l iii c;omj:)1, ia:u"ll:;;i.:.:.~ r,,~'Ll"l '!:.l"l!:~ cl~sr,:i,(.~':l~"l c:r' :i.'l:,e:~r-:i.a oF 'Lb ;i.!~ ~,,, I ~,'~:i. Ii ..:t~ii~:~:(.:.~ ILO ,~:/:l.:l, I~li::l~'~ arid B'La'ct..~;~.~ c)f (:i ], ,'~i~M.:: ,';,/ I"~,~H;:lLl:i.l,i.~llli.~Fl't,~i tOl" 4. T ~:~,!~.:q".~M'..ar'ld 'LI"I~M'.. 'l'.l'lJ.[r, I::)epmi.'l:. :i.m vmlJ. d for. a mai.(:i, mLu'n ir:t].~:~.ci t.lr'H::li.:.~H"~M:.a'd"id t.l'lal'L c:at::ia'c;;'J:.'l:..~.ot 't.l"le:.~ to'La] ~i~/~i'L,l.:.~m :i.~is ::~; b[edl'OOflH~i and ;~i.;,- ~erl],~:;tp~.:li'.~rfll.al"l'~. il. ],'(.',)qLiJ. p[~ al'/ add J.'Liol"la.I. ......., SEPTIC SYSTEM DESIGN 10/5/88 Lot 3 Sky Harbor Estates Septic System Design ~ The soils on the above described lot are gravel overlying sand which overly silt. See attatched soils logp and soil borings of the adjacent .... airstrip. The'economic 'solution'to 'installing a septi6 System on the lot .is to instal a deep trench. For purposes of design, the soil around the system will be rated at 125 sq. ft. / brm. The reason ~for the 125 ...... ~'i~g is becauSe the Sa~d is visually rated at 125,~ ~nd the efflUent [ .will travel_through_the g~avel into the sand below. The deep borings on the runway show a layer of sand approximately 20' thick which over- '' ~ 'lt~stit, The water table is over 60' deep, and from the Well log on the adjacent lot 2 the first water encountered was at 100' .... - · .~.~,P".,T'I / / I'~; : :. . -' · -5 ~.'~ e~ ~,~~ . - J ~ -:4~,.'~'.~...".? ~.?-'.-~ ' '" - , ~o~ a 3 bed~oO~ ~ouse t~e ~egu~ed uaZ~ a~ea ~s; 3 ~ ~25 = 375 Z~ 6~ o~ se2t~c ~ock ~e~e ~nstaZZ~d betwee~ 3~ a~d 9~ the~ a t~e~c~ wou~d have to be 32~ zo~8, ~s ~ouZd ~e a ~aZZ area o~; 2 ~ 6~ X 32 ~e ~e~c~ ~ZZ ~ave a m~u~ of 36" o~ so~Z cov~, ~e septic ta~k shaZ~ be ~000 ~aZZo~s ~/ t~o co~a~e~ts~ a~d cove~ed w~t~ 2" ~8~d WHITEWATER ENGINEF, RING CONSTI UCTOR 11600 CANGE ROAD · ANCHORAGE, ALASKA ° 99516 ' PH. 345-7008 i tHOM A. FISCHER ~ ~ CE - 6792 WHITEWATER ENGINEERING CONSTRUCTOR 11600 CANGF ROAD ' ANCHORAGE, ALASKA ' 99516 · Plq. 345-7008 SEWER SYSTEM LOCATION PLAN ~i~'~ 6~'079~ /~ NOT BY SURVEYING TECHNIQUES. WHITEWATER ENGINEERING CONSTRUCTOR I1~00 CAMGE ROAD · AMCHOEAGE, ALASKA · 9~)$16 · PH. 3~5-7008 PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 1 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20- I '~,"~.. c~- ~7~ .,~ DATE E.FOR.EO: Township, Range, Section: SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? ~ S L IF YES, AT WHAT DEPTH? ~',~t"~ '~ pO E Oeplh lo Water A~ter ~/ .~/~,,.~ Monitoring? ~'~ ~'.~" Date: ~ Reading Date Gross Net Depth to Net Time Time Water Drop COMMENTS '--i---~r · ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE PERCOLATION RATE __ (mlnutes/inch) PERC HOLE DIAMETER __ TEST RUN BETWEEN FT AND FT THAT TillS TEST WAS PERFORMED IN PERFORMED FOR: LEGAL DESCRIPTION: 6 7 8 9 10- 11 12 13 14 15 16 17 18 19 20 Municipality of Anchorage 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST ~'~ ~'~ Township, Range, Section: t WAS GROUND WATER ENCOUNTERED? SLOPE SITE PLAN S L IF YES, AT WHAT DEPTH? ,~ ~)~.~ pO E Oeplh to Waler After I [/~"7/~5~ monitoring? ~ Dale: c~ Reading Date Gross Net Depth to Net Time Time Water Drop / PERCOLATION RATE __ (mmutes/mch) PERC HOLE DIAMETER TEST RUN BETWEEN __ FTAND __ FT ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) WAS PERFORMED IN M-W DRILLING, Inc. P.O, Box 110378 · 10330 Old Soward Highway (907) 34941535 ANCHORAGE, ALASKA 99511 DRILLING LOG Well Owner. ~ Boyd Use of Well Domestic Location (address of: Township, Range, Section, if known; or distance main road Lot.-~; ,Sky. Harbor E.~tates Anchorage, AK Size of casing ~ Depth of Hole Static water level 113 ft. (above) Screen ( ); Perforated ( Describe screen or perforation Well pumping test at ] 5_gallons pe~ (hour) of drawdown from static level, 201 feet Cased to 200.68 ._feet tbelow) land surface. Finish of well (check one) open end ( ). ~N/A (minute) for_ 1 hours with 100% X-); ft, Date of completion -J,m~ 7, 1 qqb' ',"; Depth in feet from ground surface WELL LOG Give details of formations penetrated, size of material, color and hardness fl TO 2 ? TO 16 Sandy .gravel RECEIVED ,, 16 .TO__ 25 25 TO 35 TO 45 --45--.TO .... rifle's' 66 TO,, ]'[~ --ll2.TO ....... 147 .... _AlA:wet~ ,,, Silty sand MunJoipahty et/~ncl)oraaa Dept. Health & Human ................... Amt,~AirJ.y .................... 157 TO 169-- " " : dry, __ 1 rio TO_.. _~dzmkgraY¢l_~__aandg,_w_et_t_o good waterbearing TO. .TO, .TO .......... TO ......... -NY',V-IIUk--C~:ITI~q-U;,~ tf:,i' tor CertiflcaLe No's. gl.l & 973 I PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL SYSTEM PERMIT PERMIT NUMBER:SW940104 DESIGN ENGINEER:DUMMY COMPANY OWNER NAME:BOYD LARRY E & JENNIFER OWNER ADDRESS:2545 LOUSSAC DR. ANCHORAGE AK 99517-~ DATE ISSUED: 5/02/94 EXPIRATION DATE: 5/02/95 PARCEL ID:01528180 LEGAL DESCRIPTION: SKY HARBOR ESTATES LT 3 LOT SIZE: 19537 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: WELL 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 (18AACS0). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 OR 343-4681 AFTER BUSINESS 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. SPECIAL PROVISIONS: RECEIVED BY: ~~/- DATE: ISSUED BY: -~©~qP~-I '-~"~ DATE: