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HomeMy WebLinkAboutKNIK HEIGHTS BLK H LT 2Knik Heights Lot 2 Block H #017-372 02 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: ~'i'O00OO0(> RID Number: (~ i'~ ~ ~'~'~ ~' O~ Nar. e: F OII / WastewaterSystem: ~New ~Upgrade Address: ~q~ ~;~b~;~ ~.~ ~.~ ~ ~51~ ABSORPTION FIELD Phone: ~5'- ~0~ ~No. of Bedrooms:~ ~DeepTrench ~ Shallow Trench ~Bed ~Mound ~Other LEGAL DESCRIPTION ~oi,.~..~: 0e~GPD/Sq. Ft. Total Depth from original grade: ~, Gravel depth beneath pipe Lot: ~ SIock: ~ Subdiv~ion:~l~. ~ :Depth t0 pipe boffom from original g~de: Ft. Township: IRange: Section: Filladdedaboveoriginalgrade:OFt. Gravellength: ~'~ Ft. Number of lines: lDistance between lin~: WELL: D New D Upgrade !Gravelwidth: ~ Ft. ~ I~~ Ft. Pipe material: , Classificatio~ (Private. A,B,C): __ Total Depth: ~ Total absorption area:~ ~ ~ Static Water Level: installer: , U ~ ~Q. Ft. Driller: y~ Casing Height A~ Ground: ~"~ =~'~ ~ ' : : *t. ~ ,t. TANK SEPARATION DISTANCES ~Septic H Holding ~ S.T.E.P. Manufacturer: To Septic Absorption Li~ Holding =ublic/Private ~ Capacity in gallons: From Tank Field Station Tank Sewer Lines ~ ~ Material; Well' 10~' 100,+ ~ ~ ~ Number of Compa~ments: ~ Surface Water i~+ {O0~ ~ LIFT STATION LOt Size in gallons: ~ M~ Line ~' ~' "Pump on" level at: ~e~w~ter alarm at: Foundat,on ~' ~7' [' ~ ~ ~ctd~l I~p~tions pedormed by: ~ Remarks: BENCH MARK Location and Description: po g 170&: t:~,:?~ ':~h~¢~ L~ Road, No. 204 ~..~.¢¢,,,~,~..~,,.c., .... 2nd ~ ~-O0 Department of Health and Human Se~ces approval Reviewed and approved by: ~ ~- ~ Date: C ¢// / 72-O13 (Rev. 9/91) MOA 25 PERMIT NO, SWO00006 PAGE 2 OF _ 3 Municip. o.l.i~c oC Anchor'o. qe DEPARTPIENT OF HEA~=THAND HUH'AN SERVICES ENVlRONIVlENTAL SERVICES DIVISION P.O. Box 196650 Oanchor'cge, Alaska 99519-6650®Te[ephone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT BEGAB LOT 2, BLOCK H, KNIK HEIGHTS S/D P.I.D. NO. 017--572--02 ' LOT 18 ~ , LOT ~ N,,,~ 10' UTLTY EASEMENT , / ~ '~ ~]ll (INT[GRITY V£RI¢IEOoBLI & OBL21/S/O0)-- -- LOT 17 ~, ~ ~ ~ ' ' I I I ~ 100' WELL RADIUS I I~ SCAL~: ~"= 6o' I LOT 1~ ' ' ~ ~ , ~ LOT 3 ~'~ " ] L $ ~ ~ ~ ROBERT C. COWAN PERMIT NO. SWO00006 PAGE 3 OF 5 Municip. o, Ut~ oF anchoF'o, Qe DEPARTMENT OF HEALTHAND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P,O, Box ]96650 ©Anchorage, Alaska 99519-6650~)Te[ephone: 343 4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 2, BLOCK H, KNIK HEIGHTS S/D P.I.D. NO. 017--372--02 A B FCO 45.5' 6.5' C03=89.4' ST1 74.0' 45.5' 4=88.0' ST2 81.0' 53.5' DBL1 82.5' ~ 55.5' DBL2 83.5' 57.0' CRIB 91.0' 67.0' DV1 84.5' 58.0' FINAL GRADE ~' ~ DY2 99.0' 75.0' CO1 115.0' 97.0' CO2 93.0' 99.0' I[b~ ~c°3=85.°' C05 132.5' 118.0'  C04=85.1' CO4 105.5' 116.0' MT1 91,5' 99.5' MT2 106.0' 116.5' MT3 128.5' 114.0' MT2 = 792' ~ MT3= 79.1' NO WATER FOUND '..-i : ' A B FCO 45.5' 6.5' ST1 74.0' 45.5' ST2 81.0' 55.5' DBL1 82.5' 55.5' DBL2 83.5' 57.0' CRIB 91.0' 67.0' DV1 84.5' 58.0' DV2 99.0' 75.0' C01 115.0' 97.0' C02 93.0' 99.0' C03 132.5' 118.0' CO4 105.5' 116.0' MT1 91.5' 99.5' MT2 106.0' 116.5' MT3 128.5' 114.0' MUNICIPALITY OF ANCHORAGE DepaRment of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Jan 18, 2000 Expiration Date: Jan 17, 2001 Permit Number: SW000006 Legal Description: KNIK HEIGHTS BLK H LT Design Engineer: 0003 S & S Engineering Owner Name: Holly Waldon Owner Address: 12840 Bainbridge Road Anchorage, AK 99516-3006 Parcel ID: 017-372-02 Site Address: 012840 BAINBRIDGE RD Lot Size: 54000 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] Disposal Field [] SepticTank [] Holding Tank [] Privy [] Private Well [] 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. Received By: Issued By: /- ),¢ - oo Date:. ROBERT C, COWAN, P,E, January 11, 2000 SOILTEST PERCOLATION TEST MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 2, Block H, Knik Heights S/D CIVIL ENGINEERS (907) 694-2979 FAX (907) 694~1241 It is requested that you issue a permit to upgrade a septic system to serve the four bedroom dwelling on the referenced property. A test hole was excavated and a percolation test was performed. The approximate location of the test hole is located on the attached site plan. At the time of excavation 1/8/2000 water was not found. T~ r,~-,~'~c r,~,~ ~,,+~ ~c,,v,~-~-~o We do not ~ticipate ~y adverse effects on nei~bofing wells, septic systems, reseme areas or &Mnage paaems by ~e Mstallation of the proposed septic system. The construction of tMs system will not prevent ~y ~e development on ~y of the adjacent prope~ies. If you require additional information, please contact us. Sincerely, RCC/jhm Enclosure 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER. ALASKA99577 1' = 60' DESIGN UPGRADE/e ~ ~oF~m r I I I II o II ~ ~ Municipality of Anchorage. DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: DATE PERFORMED: Township, Range, Section: 1 2 3 4 5 6 7 8 9 10 11- 12- 13- 14- 15- 16- 17- 18- 19- 20- SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? s IF YES, AT WHAT ~ ~ DEPTH? p Depth to Water Afle~. y Dale: Monitoring;' Gross Net Depth to Net Reading Date Time Time Water Drop I/~/o~ 0 - ~ ~/~" - ~ ~ G,i~,, ._ ~0 3 0 ~,~ ~ ,' ~ 31~ ,' 0 -- G '/~" PERCOLATION RATE j ~' c~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~ //~ FT AND -~ */3- FT COMMENTS ACCORDANCE WIT~[~I~X~/~JI~'~L GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev, 4/85) ENGINEERING ST UDIES WELL INSPECTION &FLOWTEST CONSTRUCTION pRAcTICES ROBERT C. COWAN, P.E. ON-SITE WASTEWATER DISPOSAL SYSTEM CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 and MATERIAL SPECIFICATIONS REFERENCE: Lot 2, Block H, Knik Heights S/D January 11, 2000 GENERAL: 1. The scope of this~ct includes the upgrade of the existing system, with ve6ficatioirof-t~T25"0-gatton scpt/e~r2r ami installation of a new trench to serve the existing four bedroom residence located on the referenced property. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. Thc contractor shall be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed fi:om soil settling. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. SEPTIC TANK INSTALLATION: A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 4. Septic tanks installed with less than 4 ft. of cover shall be insulated 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAQLE R~VER, ALASKA 99577 Page 2 Lot 2, Block H, Knik Heights S/D January 11, 2000 A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. fi:om the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed-up) before gravel (sewer rock) placement. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of a depression after settling. Page 3 Lot 2, Block H, Knik Heights $/D January 11, 2000 MINIMUM MATERIAL SPECIFICATIONS: 1. Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pipe Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. Insulation shall be at least 2" thick extruded direct bm/al polystyrene (Dow Chemical Company Styrofoam HI or equal). Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements, which ever requirement applies. Page 4 Lot 2, Block H, Knik Heights S/D January tt, 2000 INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. 3. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pm- construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmental Health Division 825 %" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name Addres~ DISTANCES WELL LOT LINE FOUNDATION SEPTIC TANK ABSORPTION FIELD 1.5-0 WELL A$-BUIL"r DIAGRAM iShow locabon of well sephc system, properb' hnes, Ioundatlon, TANKS '¢ SEPTIC [] HOLDING TYPE OF SYSTEM ~'/~TRENCH ~ BED ~ W. DRAIN ~ OTHER 'D-~pth tO pipe bollom Iron) 7otal del)th Irom original grade Original grade ~ FT ~ [ WELLS ~,~ I FT FT E] PRIVATE [] OTHER fldentifv) Classd~callon (A,8.C~ /lotalDepth Cased to F'[[ FT REMARKS: -- % 100 -"-"~"~ 4 *- 5B' T~r, ch 11' deep ~' oF Rock P Cfeanou¢~ i m~n~tom Tube 0 !*lr~ c.) ~ A !::! d r'. I.::.!!:~; s a 1 2ill 4 0 .il,llA I N S~(i". R ]. !'.)!3 E', (.,.,I(.I'JL h.A!..,i:::., AK cj'9!.!:,i 16 Sec!.. :i. (::,l'~ ,': 2?' 'I c:,.,.~sh i p ,'.. :IA.?N Fb'~u"~gc,:,: ?'la~).~~.~::>Ctl"(:)lDfn~E.',', 'ih:is F::'~..:r'mit~: .':1 tcrt. a:l. Capac:i. ty',', · t:anl;: f'f~t..(~;l:. I'"~¢;,'~/{.? ,'.)A'.. ].E.:,¢;;~.~;iFL ;Q Cc)l~q::,,';,r"(.ff'~E.:,FFf..~;,, D¢l:;th to., top (::>(' Sel:)l'.:~c Lank (s) < .q,,O ~ fF~('.'~ t 1" ~';.~ EI L.( :i, I" ;? ~i; ] !] E; Lt]. ;'Ct 'i. :i (5 [] f::) V C,' I' '(1. ;~;~ l'"l I:: ( !~!; ) ,, ]] 1'4S 'FALL ~::'1:~;1:~ I~]'4G ]: I',.II~}-]ZRS DI:}]~ ;1: [:)hi ,, NOT ]: I:::Y DI'It"IS PR :[ OR IO ~; NSF::'EE; 'f' ]:l]hl .~:'")'4 "I'f-IIZ EIqG I NEIER,, TH] S I:::'tERM]. T ]]S I S~UED FOR EX ]:S"I :i NE.i x[ BtEDI;;'.EJ(:}M S !:NGI...E I::AM I f..Y DWE]...1...LI:IxlG Ot',IL.Y AND EXI:::' ]; ~' Iii'" ' I~. ., .. ,- .. '~ * I.., hy 'Lh(.~.:, Mur'l;i.c:i. pa]:it.",.; (::~' Ar~c::h,:::~r-acje~ (MOA) ar'll::l ~.i~(.... ¢:iL.'at(:.! (:)~ A].~:'..'.sl.::.:~,,, ,.:.,, I t^~:i.;J]. :i. ns'La.l] J'.l'~(~:.! !ili'~'~ii~'t:,((,:,:'¢lJ :J.l'l ~L~C:EC)J"CI(:~I'"IC;.~:')? ;,,~:i.'l..l~ all MOA L..)c.h:~..? and 3,, t; ~,~:i.:11 ctcll'~(.:.?)r'(;.:.:, '((::~ ail M(]A ,'::~t"~(;:J ~V'.a'['..(.:~ c:~' A]~;~ska r. 6.~)C:lt.t.tt ..fi.. ti. ~, ~,:;:)r' 'l.'.h(:~ ~;(.:.:.:.I-. back ?:':~.l.~i~;cl t. tl'~cl(:,)r"%'l'.;~'d"~d .l~:&(. '(,ht:;,~ (:::,:~tp;;'~d:;::i.'(',v (1)~' ,.h69 '('..(':}'l'..i;:'~], ~;i;%,'~;~'[..,:,;,~f~ :i.E~ ~;~ i:::,(¢)E!l'E}(:]¢l/!;~ ,;:'tl]C[ NfL/gM ~ PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION: / 1 2 3 4 5 6 7 8 9 10 11 12 13- 14- 15- 16 17 18 19 2O I~e-r"l'~ ~4 o F ~OL.E (ENGINEER'S SEAL) DATE PERFOR'~,Eb~". ~&/~.~;;,"~;' ~¢~/¢FTownship, Range, Section: TtgN [ ~ ~3 ~ g ~''r~ ~ ~ SLOPE WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT O DEPTH? p E Deplh lo Water Aller /,~"'~/~ /~ Monitoril~g? .... [)ale:~ SITE PLAN ~LL. Gross Net [)epth to Net Reading Date Time Time Water Drop PERCOLATION RATE ~-~' ~ (m,nutes/,nch) PERC HOLE DIAMETER ~EST RUN BETWEEN_ ~..~___ __ FT AN D. ~""7~"..7. FT ,n , <::2)/~._ ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: A]D'¢'~/ ~4¢f. I ~ (~ / 72-008 (Rev. 4/85t I L _J x.~, / · Ins:~..a~l I ---~---- <" / Founda C~ean Oc~? S %eet Tank Lu T .~. VACZ~,MI [ · SCF~LE, ~' - .:50~ TE~FBEN :SFURKLAND EO~ W, ].$TH, ,qVENLIE ANCHBIRAI~E,, i~L~KA T L~T ,~ £LOCtd H !.'.:NZk.-': HE.[GHT.~ HunLL'K WALDDN Tom Fink, Mayor Municipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196(;50 Anchorage, Alaska 99519-6650 May 31, 1989 Mr. Larry K. Smart Smart Excavating 615 Lynnwood Drive Anchorage, Alaska 99518 Subject: 1989 Excavator's Permit Dear Mr. Smart: We have received your application and fee for a 1989 excavator's permit. One of the requirements for issuance is that the excavator must have attended a seminar given after May 20, 1986, the date of the ordinance amendments. Our records show although notified of this requirement, you did not attend a seminar. Our office attempted to contact you by phone on June 8, 1988, but got no answer. Subsequently we have received an as-built from Tobben Spurkland indicating you installed a new sewer system. It is my understanding that you may have installed a second one as well. At this time we are holding the as-built until your permit has been secured. You are hereby notified that you are in violation of Anchorage Municipal Code section 15.65.130 which requires that your firm be in compliance prior to installing on-site sewer systems. You are ordered to immediately cease this activity until you have attended a seminar and been granted a permit. Failure to comply with this order will result in legal action against you. At the present time we have no seminars scheduled; however, please contact Robby Robinson to make special arrangements for a seminar. You may reach him at 343-4744. Sincerely, Susan Oswalt On-Site Services SO/187 cc: Robby Robinson "Kids Are Our Future" GR ,rER ANCHORAGE AREA BOROL -I b,~, 4RTMENT OF ENVIRONMENTAL QUALJ~ . 3500 TUDOR ROAD ANCHORAGE, AI. ASKA 99507 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION MAILING -~ ADDRESS r'/OO ~' '~-''' PHONE LEGAL DESCRIPIlON SEPTIC TANK: DISTANCE FROM WELL_ LIQUID CAPACITY NUMBER OF MATERIAL ,.~'TQ~ '..~"~,z~.' .COMPARTMENTS GALLONS. INSIDE LENGTH_ ~-- INSIDE WIDTH_ ~ LIQUID DEPTH SEEPAGE SYSTEM: NUMBER OF PITS__ LINING MATERIAl NEAREST LOT LINE. SEEPAGE PIT: OUTSIDE DIAMETER ~ OR WlDTH~ (~ Z9 /OC~' ~.~IB DISTANCE FROM WELL /~ / , LENGTH "~"~ ' , DEPTH__~R P~LOP BUILDING FOUNDATION TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA). _SQ. FT. TILE DRAIN FIELD: DISTANCE FROM WELL_ FOUNDATION NUMBER OF LINES_ DISTANCE BETWEE~ TRENCH WIDIH__ ABSORPTION AREA /..,~'"'~ FT. LENGTH OF EACH LINE DEPTH: TOP OF TILE,~H GRADE DEPTH OF FILTER MATERIAl. BENEATH TILE TOTAL LENGTH , OF LINES_. ..... IN, TOTAL EFFECTIVE IN. ABOVE TILE WELL: TYPE IN~IV. ~lt~L._, DEPTH_ NEAREST LOT LINE , SEWER LINE DISTANCE FROM WATER , BUILDING FOUNDATION.--I~-/I~-~-/~) _SAMPLE SEPTIC ! SEEPAGE - - / , TANK ~:~ ¢/ , SYSTEM__~/0~ , CESSP6OL DIAGRAM OF SYSTEM __, NEAREST OTHER , SO URC ES ~,z~. DISTANCES: TCLYF '. d'~~' b/ GREAiER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL OUALITY 3500 TUDOR ROAD POUCH 6-650 ANCHORAGE, ALASKA 99502 TELEPHONE 279-8686 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT INSTALLATION LOCATION ~ INSTALLATION OF: SEPTIC TANK ~ ~ ~ ~~~ seePAGE PIT ~ F~AIN FiELD~~w~ ~-- FI.A~CED THROUGH ~:~ BE INSTALLED ~Y ~4 ~. , / ~' , CO~PEETION DATE ANTICIPATED , OTHER. , NOTE: TI'lIB PERMIT IS NOT VALID WITHOUT BOIL TEB'~ FINAL INSPECTION= ~4 HOUR NOTICE REQUIRED. BACKFILLING OF ANY BYSTE~I WITHOUT FINAL 1NBPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROBECUTION, MINIMUM DISTANCEB, REQUIREMENTS; FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT SEPTIC TANK TO SEEPAGE PIT WALL ¢ SEPTIC TANK ~'~ TO NEAREST LOT LINE, WELL TO SEPTIC TANK DRAIN FIELD SEEPAGE PIT ~0 J DRAIN FIELD F~) ( SEEPAGE PIT ~'~)0 ~ I0' DIAGRAM OF SYSTEM DRAIN FIELD CAST IRON INTO AND OUT OF SEPTIC 'rANK 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. GRAVEL BACKFILL CONFORM TO E~O GULATIONSLicENsEDHEALTH.~t ~~"'~REGARDINGAuTHORiTYORDEsiGNERINSTALLATION' I CERtifY TH Th THE ReQUIREMeNtS Of GREater ANCHORAGE AREA BOROUGH ORDINANCe NO. 28-68 AND THAT THE ABOVE DESCRIB YSTEM IS IN ACCORDANCe WITH SAID CODE. ATER ANCHORAGE AREA BOROLI DEPARTMENT OF ENVIRONMENTAL QUALITY 3500 TUDOR ROAD ANCHORAGE, ALASKA 995D2 CASE # Legal Oescrintion: Lot ~L Block This Form Reuorts Soils Log_ ~ Date Performed Subdivision t~,~ i ~4 Percolation Test qeDth Feet Soil Characteristics 6 Was Ground Water Encountered? Ie Yes, At what Denth? Read i nfl Date Gross Time Net 'Fi me Depth to H20 Net Drop Percolation Rate Hinute Proposed Installation: SeeDaqe Pit x~ Drain Field Depth of Inlet Depth To Bottom Of Pit Or Trench Test Performed Data Certif'ied By: Date: MUNICIPALITY Of ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY AI~PROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. # 1. GENERAL INFORMATION Complete legal description Lot ~, Block H, Knik Heights S/D Location (site address or directions) 12840 Bainbridge Road Property owner Mailing address Lending agency Mailing address Agent Address Holly Waldon Day phone 345-3306 12840 Bainbridge Road, Anchorage, AK 99516 Day.phone Day phone Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: Individual well Community well Public water 4 XXX NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev, 1/91) Front MOA#21 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 of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm S & S ENGINEERING Phone 17034 Eagle River Loop Road No. 204 Engineer's signature Conditional Health Authority is requested. to be upgraded~ by June 15, 2000. There is no eminent health hazard (no overflowing sewage) and there will be no adverse effect as a result of granting Conditional HAA. Septic system trench 6. DHHS SIGNATURE Approved for bedrooms. ~¢ Disapproved. ~'%%' ~-';.~'~' ~ Conditional approval for 4 bedrooms, with the following stipulations: Money to be put in escrow for the amount of 1.5 times the high bid from a minimum of 3 bidc frcm ........ d ccntractorc to ~ ~ ...... ~ ......... ~ ~.+~ _ ...... ed permit #SW000006. Money in escrow shall not be released Until this office has given fi~al ~pp~uval. Thu work ~h~i1 b~ ~umplut=d ~o laL=£-th~ J~= 15, 2000r Additional Comments The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 724~25 (Rev. 1/91) Back MOA#21 Municipality of Anchorage ,Ix~ ~ 9~ ~'~ DEPARTMENT OF HEALTH & HUMAN SERVICE~ Environmental Services Division 825 L Street, Room 502 · Anchorage, Alaska 99501 · (90'~'3~;~744 Health Authority Approval Checklist Legal Description: LeT- o~ /'JL~ H K,vlK ~r~..ZC..-l. tZ-$ ParcelI.D.: OI "/- ~)-7~(..0 ~. A. WELL DATA Well type pR / V/tT' ~ Log present (Y.(~)_ ~ O Date completed Total depth / '/3, -/- Cased to ~ 0 -J- Sanitary seal~N) ¥ ~ If A, B, or C, attach ADEC letter. ADEC water system number Casing height (above ground) Wires properly protected ~)'N) Date of test Static water level Well production WATER SAMPLE RESULTS: FROM WELL LOG Coliform Date of sample: ] /~/c~ o Nitrate B. SEPTIC/HOLDING TANK DATA Date installed ,?/16/ ~ Tanksize I ~-~0 AT INSPECTION g.p.m. ~- ~ g.p.m. Other bacteria Collected by: S & S ENGINEERING ~7G2~,;, Eagie River Loop Road No. 204 Eagle Rive~, Alaska 99577 Number of Compartments Foundation cleanout ~'N) .t./~, Depression (Y/~ Oate of Pumping ~/~-3.-/°~ Pumper /OvoT~ High water alarm (Y/~) /v 0 C. ABSORPTION FIELD DATA Date installed ~-//~/o°~ Length $"- ~ / Width Soilrating (g.p.d./ft~o~ ]~'-(-') Systemtype 'T'*~'/'''~'/ Gravel thickness below pipe (~ ~ · Total depth / O Effective absorption area (~ ~ ~ ~r~ Monitoring Tube present ~/N)~/4--~ Depression over field (Y/~ ,~ a Date of adequacy tes, ~(~ /~ Results(Pas~. ~,L ~For ~ bedrooms Fluid depth in absorption field before test (in.); I~water added (in.): Fluid depth (ins)~ Absorption rate = g.p.d. Peroxide ~months) (Y/N) If yes, give date 72-026 (Rev. 3/96)* D. LIFT STATION Date installed Manhole/Access (Y/N) High water alarm level at* Cycl~es tcste.~.d--~ Size in gallons _ .~----'~-~-~-- "Pump on" level a.~.*t* ~ "Pump off" level at* E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot Absorption field on lot Public sewer main Sewer/septic service line On adjacent 10ts On adjacent lots Public sewer manhole/cleanout Lift station 204) -¢ /oo ¢ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Foundation ~ 0 f~- Property line ~'-0 P Absorption field. Water main/service line /0 t_/_ Sudace water/drainage ) 0 0 4- Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line ) c, ~ Building foundation ~'-0 Y- Water main/service line ] O ' /oO /+ Surface water ) o o ~ Driveway, parking/vehicle storage area Curtain drain ~' o ,,, ~.~¢ ,,~ e ~ ~ Wells on adjacent lots / 8 ~ -/- F. ENGINEER'S CERTIFICATION I certify that I have determined thru field inspections and r~ insignatureCOnformance.~/2/~_,wi?. M~/A HAA -~/~-'~guidelines in effect on this date. Engineer's Name ,,~ rt.'¢ /¢ /~''-'- ~--' Date I / I-7/ Oo are HAA Fee $ Date of Payment ~ Receipt Number Waiver Fee $ Date of Payment Receipt Number 72-026 (Rev. 3/96)* MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 Parcel I.D. # 1, GENERAL INFORMATION Complete legal description CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Location (site address or directions) "'. · Property owner ~LO~/. y ~_ z~ o/J. Mailing address .. ~c/~,~ e_ Day phone :Lending agency · Mailing address Agent Address Day phone Day phone Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: L./ TYPE OF WATER SUPPLY: Individual well Community well Public water X NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA #25 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 of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm 5 & $ ENGINEERING Phone 17034 Eagle River Loop Road NO. :204 Address Eagle River, Alaaka 99577 Engineer's signature ~. ,,¢~z/ ~ ~ DHHS SIGNATURE Approved for bedrooms. Disapproved. Conditional approval for Date ~ / / ~ //¢ 0 bedrooms, with the following stipulations: Additional Comments The Municipality of Anchorage Depar[ment of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DH HS does this as a ecu rtesy to p u rchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Municipality of Anchorage Department of Health and Human Servic.~bl/ I ~e~ u~[unH , Division of Environmental Services On-Site Services Section 825 "L" Street Room 502 u~JgU~ P.O. Box 196650 Anchorage, AK 99519-6650 www. ci.anchorage.ak.us (907) 343-4744 HEALTH AUTHORITY APPROVAL CHECKLIST 000~ 6L NnP Legal Description: J-07- ~ /'~L.ocm ~ /,c~v/~' H~r_~ A. WELL DATA Well type t°R* v~,,r ,L Date completed ,-~1 ~ 7'~ Total depth ! '7~. + ft If A, B, or C provide PWSID Cf __ Sanitary seal ¥~ $ Cased to ~ 0 ¢ft FROM WELL LOG Date of test Static water level Well production WATER SAMPLE RESULTS: Coliform 0 colonies/100 mi Date of sample:. B. SEPTIC/HOLDING TANK DATA ft g.p.m Nitrate 0.5'~ mg/I Collected by: Tank Type/Material ~'~. ? Date installed Cleanouts "/~-)" .Foundation cleanout Date of pumping c. A SORPT O. F ELD DATA Tanksize )~,~-o gal Parcel I.D.: Well Log .)w O Wires properly protected Casing height (above ground) AT INSPECTION H~ g g.p.m Other bacteria O colonies/100 mi $ & $ ENGINEERING 17034 Eagle River Loop Road No. 204 Eagle River, Alaska 99577 Fluid depth in absorption field before test ..~ Water added Elapsed Time: m~fluid depth in Any rejuvenation treaLmerft (past 12 mo.) (Y/N & type) · 72-026 (Rev. 01/00)* · gal. New depth in. Absorption rate >= __ g.p.d. If yes, give date __ Date installed E /"//a~ Soilrating ~orft2/bdrm)¢'~ Systemtype T Length (o~ ft Width 3 ft Gravel below pipe (o ft Total depth /O ft Effective absorption area'7(~ f¢ Monitoring tube ¥4,~ Depression overfield Date of adequacy test ~v/,'l -~/~ Results (Pass/Fail) ...~- For .¢7/ bedrooms Number of Compartments '~ Depression over tank ~vo . High water alarm __ Pumper ,~-,~ £~ ~'/¢-'~ D. LIFT STATION Date installed Size in gallons __ ~ "Pump on" level at _ in~ in High water alarm level at .__ in Datum _--------~'-~' Cycles tested Meets alarm & circuit requirements E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot ! t) O ~ On adjacent lots Absorption field on lot ,/o o Public sewer main ~/4 Sewer/septic service line ~3' -1- Holding tank SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: ,) oD On adjacent lots ? o o ~-- Public sewer manhole/cleanout Building foundation L/N Property line Water main IV / 4- Water service line Drainage ,w /A. Wells on adjacent lots Absorption field Surface water SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 1.¢ ~ Building foundation ~' '7 Water main Water Service line Curtain drain )0' ' -k Surface water y o O --/- Driveway, parking/vehicle storage../od -~- ~0~' Wells on adjacent lots /OO F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review'of Municipal records that the above systems are in conformance with MOA HAA guidelines in effect on this date. Engineer's PrintedName ~D/~,,~T-~'. o Date HAA Fee $ Date of Payment Receipt Number Waiver Fee $ Date of Payment Receipt Number 72-026 (Rev. 01/00)' 01-17-00 16:22 FROM-CTE ENVIRONMENTAL 5S15301 T-224 P.02/04 F-$4§ CT&E Environmental Services Inc. Laboratory Division 200 W. potter Dnve Ancllora§e, AK 99518 Tel. (907) 562-2343 Fax: (907) 581-5301 CT&E Ref ~ Chent Name: Project Name: Client Sample ID Matrix. 1000193002 Client PO#. S & S Engineerin9 Pnmed Date,,'T~me: r~la ColleCted Date/T~me: L2 BH Kn~K Hts Received Date/Time: Dnnk,ng Water Technical Directon nla Sample Remarks. n/a 01/17/00 16:00 01/14/00 10;00 01114/0n 10'50 Stepr~en Ene Released 8y.,~ Parameter Resul[s PQL Umts Allowable Prep Analys~s Methocl Limits DaTe Date Total Coliform (MF) Nitrate 0 coil100 mi $M92228 01/14/00 JDT 0.58 0.5 mglL EPA300 10.0 01114/00 GCP -' E~ATE RECEIVED INSPECTION APPOINTMENTS ~t.~_.~2~_~, ~ TIME TIME TIME DATE DATE DATE INSPECTOR I NSP ECTQR I NSPECTQI~,, ,  DEPARTMENT OF HEALTH& ENVIRONMENTAL PROTECTION DEPT. OF lt7/'~LTil 825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL ;-;.OTECTION ENVIRONMENTAL SANITATION DIVISION ~ ~ 6 980 Telephone 264-4720 REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWE~~I~E DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. PROPERTY OWNE~ ' PHONE MAILING ADDRESS PROPERTY RESIDENT {If different from above) PHONE 2. BUYER PHONE / MAILING ADDRESS 3:'LENDINGINSTITUTION I PHONE I ~AILING ADD~ESS 4, ~EALTOR/AGENT STREET LOCATION ~ SINGLE FAMILY [] MULTIPLE-' FAMILY NUMBER OF~BEDROOMS E~ One l~]/ Four I-~ Two [] Five [] 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 J~] INDIVIDUAL/ON-SITE** [] PUBLIC UTILITY YEAR ON-SITE SYSTEM WAS INSTALLED. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3, SEWAGE DISPOSAL SYSTEM PERMIT NUMBER []INDIVIDUAL/ON -SITE DATE iNSTALLED []PUBLIC UTILITY Connection Verified INSTALLER E~]SepticTank or []Holding Tank Size: I::)--~-~ If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL C /'l~'~- ~'~ 4, DISTANCES Septic/Holding Tank Absorption Area Sewer Line I Nearest Lot Line I WELL TO: Absorption Area to nearest Lot Line 5. COMMENTS : /APPROVED FOR BEDROOMS [] CONDITIONAL APPROVAL {letter must accompany certificate) [] DISAPPROVED DATE I~,~ December 2, 1980 R~chard Demke 2550 Denali St. reeh - Suite 1608 Anchorage, Alaska 99503 Subject: Lob 2 Bloc],~ II Knik Heights Subdivision Approval for your individual sewer and .... ' :facilities cannot be granted until, the following items have been corapleted: A well. log submitted to this department for our review. ~ '- sanitary The top of the well casing sealed w.~,_h a seal so that it: is water '~ight. The depression or pit around the well casing needs to be filled wibh imf2ervious type soil so that it slopes away from the well casing. The well casing extended twelve(12) inches above ground level. ( ) Exposed electrical wires to the well head are in violation of the Municipality of Anchorage codes and must be encased in conduit. ( ) The water facilities were not turned on at the time of the scheduled inspection. Please call this office for another appointment. The water analysis report needs to be delivered to this effice from the Chem Lab, 5633 B Street, for cur review. ( ) Expose the well for our in. spection to determine proper con.~,_~act~on, also to insure minimum distance requirements are met between the well and 'sewer system. Richard Ilemk e December 2, Page: Two The septic tan]< pumped with a receipt submitted to this department. ( ) The septic tank pumped with a receipt submitted te this department. The total, number of gallons pumped needs to be on the receipt and verified by a registered engineer as to the actual number ef gallons pumped. This is to verify the size of the septic tank. ( ) Expose the septic tank manhole te verify its existance. ( } Locate and expose the standpipe to the seepage pit for our inspection. This is to i~sure the minimum distance requirements are met between your well a'nd sewer system. ( ) A four(4) inch cast iron cleaneut needs te be installed to the septic 'tank and/or leaching area. ~x~x An adequacy test needs to be performed on the existing leaching area. This test: will determine ih' the system is adequa~le according te National Standards. A listing ef private firms performing ~he test is enclosed. 'Phis report needs te be submit{:ed te this department for our review. ( ) The permit for hhe ins~;.a].lalzion of an on-site sewer system has expired as of December 31, 19 We have not received the as~builts of the installation in hhJ. s office. If a priva[:e engineer inspected the system, pi. ease send us hhe report for our files and review. ( ) The application shows the number of hhe bedxooms exceeds the number the sewer system was originally designed for. An upgrade will be required. Prior to any upgrade, a permit needs to be issued from this department. Please notify this department for a reinspechion when hhe noted descrepancies ha. ye been corrected. If there are any further questions, pi. ease call khis department at 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist RCP/1 j w swP/0 5 9 ALASKA {!FIUIROFlmerlTAL COFITROL $ RUICE!$, IFIC. gnclineerin§ g gn~ironmenl~l $1udies MUNICIPALITY OF ANCFIORAGE DEPT. OF : & ENVIROi'<'MENi .: i: CTION RECEIVED I.)I::.CE.~H:,i.t., 3 ;l. 91il() DEN M~RSH F(liii~t,.'FY .~'.'t.',"5','50 DIEN(>,i...:]: STo D"I'N !i~U:~(:"I'E: :t. 600 P, N {., H I.) h. ,'::~ L., . ('d.( 99',".:; 03 E?, E': t,.. I.., E: I::: -.. R :);: C H A R D D Iii: iq I.(li}: S ~J iii: D :):: kJ ::(: !i~ :Z C)N .... t.,' N :).'7¥' t..I I.Z.': .",C C.~ H "F !i~ lii:l.. 0 C I.,'-.. H I... 0 T .... 2'. TI..IE: TYF:'IE OF:' (:tE:SC)I:i:F:'T:):iON SYSTE:H :IS (.'/ t:'Z"i' N::C'i'I..I FIN ¢,1:;: E: ,¢~ OF:' 690 TI-lIESYS"flEH :I:S C ¢, F:' f:'~ E: I... E: C)F' ~CCEI::'T::CN(:.; 600 C.hqI..LONS 01::' Nf~,"f'lii:R I::'ti':F:~ TI"ttiE S(:):~Cl...!i~ I:',:A'i":ZNG (:)i::' "fl'.llii: SYS"flEH A'¥ CC)NS'¥'F;:UCT:[C)N NAS ;I. EHit (./NI) NON :I:S :1.73 ,c.'~(:..tl::"f'/ I.;.'~EDI:i:OC)H,, Eff.'qSIED tJI::'()N '¥'I'.IFZ '¥1ii:S"l' Dr..YT¢'~ THE: SYS']'IEH ECS ,qCCIEt::'TF~E:L..E: F:'OI:;: 'fi' L~flEDI:;:i:)C)F!, HC)HIL ,, TI"IiE Slii:l ~Ni.,' N¢./S I::'LJHF'IED (:)N :1.2:/3/E)0 ,, 1220 UJc'si 25th/~uenu¢ ·/~nchoreqe, /~laska 99503 ~, [907) 276-1361