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HomeMy WebLinkAboutASPEN HIGHLANDS #3 BLK 3 LT 13000 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME/~ ~ MAILING ADDRESS DE ;CRIPTION LOCATION kNCE TO: Manufacturer DISTANCE TO: Manufacturer IF HOMEMADE: Well DISTANCE TO: No. of lines ZIZ"~ ]~¢ Top of tile to finish grade area Inside length._..._. Dwelling Foundation Total I e n2hcf¢.n~ Material beneath tide HONE I NNEW Dwe,,,ng Material.~¢- t'~'~'_ ~ / W dth _ Material Nearest lot linej..~..~// Trencb/(NidtJ:~ ~ ~-~ J ,/~: 7 ~'~' inches ~ inches NO, OF BEDROOMS~ /~RM IT NjO. , No. of compartments Liquid depth PERMIT NO. Liquid capacity in gallons P.~..7,/MIT N~). ' , ~ I~i~t&nce be120veen lines ~- / ITor~f~:t~e ab.,tion area PERMIT NO. Length Width Depth Type of crib Crib diameter Crib depth Total effective absorption area Well Building foundation Nearest lot line DISTANCE TO: Class Depth Driller Distance to lot line PERMIT NO. Building foundation Sewer line Septic tank Absorption area(s) DISTANCE TO: OTHER PiPE MATERIALS S O i~L' T-~E ' · R~AATi~N G~. "~ REMARKS APPROVED 72-013 (Rev. 3/78) DATE LEGAL ?.O. BOX 6650 ANCHORAGE, AL,,~SKA 9950~-0650 (907) 264-4111 T,").'~' ? K,',, © WLES DEPARTMENT OF HEALTH & HUMAN SERVICES January 10, 1986 TO: Permit Applicant Subject: Permit # 850518 Lot~Block 3 Aspen Highland Subdivision A permit issued by this Department for an individual well and/or on-site sewer system has expired as of December 31, 1985. Permits are issued on a calendar year basis by authority of Municipal Ordinance. A new permit must be obtained from this Department for any well and/or on-site sewer system not installed by the expiration date. If you have drilled the well, a well log needs to be sent to this Department for documentation of the installation and to close the permit. If a private engSneer inspected the installation of the on-site sewer system the original as-built inspection report(three part form) must be sent to this office for review and approval,and for documentation. If there are any further questions, please call this office at 264-4720. Sincerely, Susan E. Oswalt Program Manager On-site Services SEO/ljw enc: Copy of Permit ALASKA ",RoIlm I1TAL CO[1TROL SER'. IFIC. ~nqin¢¢rinq ~, ~nuironrncnl(~l $luclics SPECIFICATIONS FOR CURTAIN DRAIN - ASPEN HIGHLANDS SUBDIVISION LOT 13 BLOCK 3 1.0 GENERAL 1.1 THE DRAWINGS, SHEETS 1 THRU 3, SHALL BE A PART OF THIS SPECIFICATION. 1.2 ALL MATERIALS AND WORKMANSHIP SHALL MEET THE REQUIREMENTS OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERMIT. 1.3 ALL EXCAVATIONS AND DEPTHS ARE ADVISORY AND ARE TO BE VEILFIED OR MODIFIED IN THE FIELD BY THE ENGINEER. 1.& IT IS THE RESPONSIBILITY OF THE OWNER TO OBTAIN ALL NECESSARY PERMITS OR EASEMENTS. 2.0 CURTAIN DRAIN 2.1 THE PIPE FOR THE CURTAIN DRAIN SHALL BE RIGID PVC PERFORATED PIPE ASTM D 3350 LO6K2S. 2.2 THE POCK FILL SHALL BE 1/2" - 3 1/2" WASHED GRAVEL. 2.3 THE ENGINEERING FABRIC SHALL ~E TYPAR, MIRAFI OR FIBERTEX. 2,4 THE SLOPE OF THE DRAIN SHALL NOT BE LESS THAN 0.'45 FT/100 FT. 2.5 THE CURTAIN DRAIN SHALL NOT BE PLACED CLOSER THAN 20 FT TO ANY SOIL ~SORPTION SYSTEM. 3.0 SEEPAGE BED 3.1 THE GRAVEL FOR THE BED SHALL BE SIZED BETWEEN 0.5 TO 2,5 INCH ~ RELATIVELY FREE FROM SILT OR SAND. 3.2 THE BOTTOM OF THE EXCAVATION SHALL BE RAKED WITH THE BACKHOE B~E TO 'INSURE THAT THE ~OTTOM MAS NOT BEEN ~OMPACTED DURING EXCAVATION. THE BOTTOM ELEVATION SHALL .BE PLUS OR ~NUS 2". 3.3 THE DISTRIBUTION PIPE SHALL BE 4 INCH RIGID PVC OR POLYETHYLENE. 'THE 'PIPES SHALL BE LAID LEVEL. 3.1 AN OBSERVATION PIPE ~SHALL BE PLACED AS SHOWN IN THE DRAWINGS. IT SHALL BE RIGID PVC, ASTM 3033 D-3034. THE 'SECTION SHOWN ~TH HO~S 'NAY BE EITHER DRILLED 0.5" ;~ttOLES ~ 6 INCH CENTERS ON OPPOSITE SIgES OF THE PIPE ,OR ,A ~EGU~ SECTION ,OF REGU~ 'PERFORATED DISTRIBUTION PIPE ,MAY 'BE CLAMPED TO THE SOLID SECTION WITH I .NO ;HUB COUPLIttG OR SOLVENT JOINT. A RUBBER RAIN- CAP, (JIMCAP .OR EQUAL).SHALL BE PLACED ON THE 'TOP ~ PIPE. 3.~5 iTHE ,~RAVEL SHALL BE COVERED WITH A lAYER OF UNTREATED BUILDING PAPER OR A ~NONWOVEN FABRIC SUCH ,AS HIP, AFAR FIBRETEX 200 ,GRADE, OR POLY-FILTER X OR EQUAL. 3.6 IF INSULATION IS REQUIRED THE INSULATION SHALL BE DOW EXTRUDED BLUE STYROFOAM BOARD OR ARCO GEOFOAM EMBAN1LMENT INSULATION BOARD OF THE THICKNESS SHOWN ON THE DRAWINGS. 3.7 THE TOP OF THE BED SHOULD BE PLANTED WITH A WHITE CLOVER AND RED FESCUE HI](. 1200 LUest 33,'d Auenu¢, 'Suite B · ~nchoroqe, Alasko 99503 ,. {907) 276-1361 ALASKA ENVIRONM' TAL CONTROL SERVICEb, ,NC. 1200 West 33rd Avenue Suite B ANCHORAGE, ALASKA 99503 Phone 276.1361 .o?Z~~ 'o,~ i,~/~d~ Lot SHEETNO. I -J ' ' OF 3 CHECKED 8Y DATE SCALE ._........i.--.--. 2-0% 7:~~ MUNICIPALITY OF ANCHORAGE , Department f Health and Environments' .~rotection · , 825 ~ Street, ~chorage, AK. ,9501 ' 264-4720 ' ~.~ c ..~ * * * HANDWRITTEN PERMIT * * * 2e~it ~ ~'~q~ WE~AND/~ ON-sITE SEWER PERMIT ~ ~~ , Location,~/~ ~ ~~~F~/~ ~- Phone Nu~er:~ ~/' /~/~ Legal Description: ~ ~. '~/~ ~ ~ Lot Size: ~~Ok ~"~ Type of Soil Absorption System Is: Trench: Drainfield: Maximum Number of Bedrooms: .~-_ , The Required Size of the Soil Absorption System Is: DEPTH LENGTH ~.~, GRAVEL DEPTH & WIDTH ,'~ Seepage Bed: Holding Tank: Soil Rating (sq. ft/br) .~-~ The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall Pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK SIZE = /~ GALLONS Permit apPlicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * * * TWO(2) INSPECTIONS ARE REQUIRED * * ~ Backfilling of any system without final inspection and approval by this department will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 feet for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * *' * PERMIT EXPIRES DECEMBER 31, 1 9 8 3 * * * i certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enla~ment if the residence is rjm~odeled to include more tha~-3 bedrooms./ Si'gne~: A~Plica~ . Y--Date:ISsued byF/~:~ . SWP/024 (1/81) 'Department of Health and Environmental Protection 82~_ L Street, Anchorage, AK. 99501 * * # HANDWRITTEN PERMIT * * * ~rmit~'- WEL~AND/OR ON-SITE SEWER PERMIT Location: /~/~ ~3 ~/~¢~/~ ~' Phone Number:~ ~Z'-~ 1- I~/-~ Legal Description: ~ 25" '~/~ Type of Soil Absorption System Is: Trench: Drainfield: Maximum Number of Bedrooms: ~303 Lot Size: Seepage Bed: Holding Tank: Soil Rating(sq.ft/br) The Required Size of the Soil Absorption System Is: DEPTH LENGTH ~ GRAVEL DEPTH The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall Pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK SIZE Permit apPlicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * * * TWO(2) INSPECTIONS ARE REQUIRED * * * Backfilling of any system without final inspection and approval by this departme] will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 fe. for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction,.diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 1 9 8 3 * * * I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site the residence is r~odeled to App 1 ic an t ~ sewer system may require enlaj~g~ment include more tha~-'3 bedroomS./ ~ SWP/024 (1/81) (go7) 243-2282 KEN JOHNSON KEN'S COMPANY WATER WELL DRILLING PUMP SALES & SERVICE 30 YEARS ALASKA DRILLING 3163 LINDEN DRIVE ANCHORAGE, ALASKA 99502 FEBRUARY 24, 1984 Ron Dov~ney 211McCarvey St. # 17 Anchorage, Alaska 99504 Rel Lot 13, Blk 3, Aspen Highlands Sub. 0 ft to I ft i ft to 3 ft 3 ft to 15 ft 15 ft to 20 ft 20 ft to 30 ft 30 ft to 35 ft 35 ft to 46 ft 46 ft to 60 ft 60 ft to 64 ft 64 ft to 70 ft 70 ft to 96 ft 96 ft to 108 ft 108 ft to 114 ft 114 ft to 129 ft 129 ft to 132 ft 132 ft to 139 ft 139 ft to 150 ft 150 ft to 156 ft 156 ft to 167 ft 167 ft to 171 ft 171 ft to 185 ft 185 ft to 189 ft 189 ft to 192 ft 192 ft to 195 ft 195 to 196ft 338-o176 WATER WELL LOG Frozen brown silt ( Organics Brown silt " Medium gravel and brown silt Same with courser gray Same with some surface water( low 'Yield ) Course gray & brn silt ( tight ) Same with gray silt Med. gray & brn silt Cobbles & brn silt Course gray & brn silt Brown silt with some fine gray Same but weeps H2o ( dirty- no good ) Med. gray & brn slt ..dry .. Same with occaisional cobbles Same..weeps H2o Course gray. & brn silt ( tight ) Ned. grav& brn slt Course Erav & brn silt Same with small H2o seams 10" head.. 1+ GPM.. Same..overnight 30' head.. 2 GPM +- .. Course gray & brn silt ( weeps..poor ) Same..but dry.. Same..with H2o.. overnite 50' head. 2 GP~ Dirty.. Co~se gray brn silt ..weeps Clean med. gray& cours sand..Water bearing 55 ft head ( Static 141 ft ) Test bail~s at 4.~ GPM ( very clean ) D~awdown to 185 ft good recovery Total casing 196 ft. Lot 13, Block 3 TABLE B W.O. #A19800 Date: 5/27/81 Logged by: OMH Depth in Feet From To 0.0 ~.0 3~0 7,0 Soil Description Brown Peat~ (Pt)moist, soft F-4, brown Sandy Si!.t., (ML) F-3/F-4, brown Grav'elly very Silty Sand, (SM-ML), 7.0 12.0 F-4, brown Sandy Silt, (ML), trace gravel, moist, stiff~ NP 12.0 16.0 F-4~ brown Gravelly Sandy Silt, (ML), moist, stiff, NP Set 3/4" perforated PVC pipe to run percolation test and monitor water table elevation. Bottom of Test Hole: 16.0 Feet Frost Line: None observed Free Water Level: 5/27/81 - 7.0 ~.e~t__ · ~ Feet 5/28/81 ~ ~ ~o/8/81 - Sa. Type of No. Depth Sample Unified 1 5 Feel G SM-ML 2 10 Feet G ML 3 15 Feet G ML Remarks: 1. Type of Sample, G=Grab, SPT = Standard Penetration, U = Undisturbed. 2. Dry Strength, N=None, L=Low, M=Medium, H=High. 3. Group refers to similar material, this study only. 4. General Information, see Sheet 1. 5. Frost and Textural Classification, see Sheet 2. 6. Unified Classification, see Sheet 3. 5AA-2 'UNICIPALITY OF ANCHORAGE DEPARTMEN ~ OF HEALTH AND ENVIRONMENTAL PRO'IL,JTION 825 L. Street, Anchorage, Alaska 99501 264*4720 SOILS LOG - PERCOLATION TEST PERcOLATioN TEST SLOPE DATE PERFORMED: / SITE PLAN ENCOUNTERED? ..... 0 p -- ,F YES, ^T WHAT 2./~_~, E DEPTH? ,'u" -~ 7 ff Gross Net DePth to Net ~eading ~te Time Time Water Drop / 1 ~ I0~ *,.-' , ,, ~',: .... = !0:~.~ tO ~ , , ,, ~... . ~; ~ ~ ~.-..~'~" ...... PERCOLATION RATE "~ ~ ' ~ (minutes/inch) DATE: CERTIFIED BY: 72-008 (6/79) MUNICIPALITY OF ANCHORAGE DIVISION OF ENVIRONMENTAL HEALTH DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION APPLICATION FOR HEALTH AUTHORITY APPROVAL CERTIFICATE 1. General Information Application Date (a) Legal Description (include lot, block, subdivision, section, township, range) LoAation (address or directions) (b) Applicants Name ~ C~ ~C~~ Telephone- Hom3~~' Susiness~l'1313 Applicants ~dress (c) Applicant is (check one) Lending Institution ~ ; ~er/builder ~ ; Buyer ~ ; Other ~ (explain); (d) Lending Institution~Z~ Address (e) Real Estate Co. & Agent Address Telephone (f) Mail the HAA to the following address: 2. Type of Residence Single-Family~_~, Number of Bedrooms 3. Water Supply Individual Well~ Multi-Family ~--~ Other (describe) Community ~-] Public ~-~ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. Sewage D. isposal 0nsite ~ Public Community ~-~ Holding Tank~--~ Note: If community well system, must have written confirmation from the State i~ Department of Environmental Conservation attesting to the legality and status. [Page 1 of 2] 5. En$ineerin$ Firm Providin~ Inspections~ Tests~ .File Search~ Data and Information As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of th~s Health Authority Approval 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 regula- tions in effect on the date of this inspection. Name of Firm ~ 2 t-ut_ Address / 2 c~ (L ~_5 ~'~ (ENGINEER SEAL) Date bed rooms Disapproved Conditional DHEP Approval Approved for Approved Terms of Conditional Approval CAUTION THE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION (DHEP) ISSUES HEALTH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON THE REPRESENT- ATIONS GIVEN IN PARAGRAPH 5 ABOVE BY AN INDEPENDENT PROFESSIONAL ENGINEER REGISTERED IN TIlE STATE OF ALASKA. THE DHEP DOES THIS AS A COURTESY TO PURCHASERS OF HOMES AND THEIR LENDING INSTITUTIONS IN ORDER TO SATISFY CERTAIN FEDERAL AND STATE REQUIRE- MENTS. ~MPLOYEES OF DHEP 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. (DHEP SEAL) RR4/ej/Di8 [Page 2 of 2] 7-19-84 MUNICIPALITY OF ANCHORA/~E (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 Well Classification Well Log P=esent Total Depth' ! ~ t Cased to Static Water Level /~1 ' Casing Height Above Ground Electzical Wiring in Conduit ~N) Sepa=ation Distances fTcm Wellt To Septic/Holding Tank on Lot If A, B, c~ C, D.E.C. Apg=oved(Y/N) Date Completed ~/Z~/~ 7~ Yield ~,~G~ Sanit~y ~al on Casing ~) ~essi~ ~nd ~l~ead (Y~ ~' ~'> ; On Adjoining Lots To Nearest Edge of Absorption Field on Lot0 /O 9" ; On Adjoining Lots To Nearest Public Se~sr Line /J//~. To Nearest Public Sewer Cleancut/Manhole_ A;/~ To Nearest Se~r Se=vice Line on Lot Ware= Sample Test Results ~ ~ I00t # B. SEPTIC/HOLDING TANK DATA Date Installed I//~3 Size }7_ CC) No. of CoKDartm~nts 9_ Standpipes ~)N) ' Air-tight Caps ~N) Foundation Cleanout ~N) Dep=ession over Tank (Y~ Date Last Pumped A~//,~ Pumping/Maintenance Contract on File (Y/N)~3/~ ; for ~/;~ .. Holding Tank High-Ware= Alarm (Y/N) MJ,/)o~ Temporary Holdi~ Tank Permit ~ Separation Distances f=om Septic/Holding Tank: To Water-Supply Wsll To Property Line !) ,.~l To Wate~4ain/Se~vice Line course . CoraTents !) [Page 1 of 2] To Building Foundation 1~', ~ TO Disposal Field S-' To St=earn, Pond, Lake, c~ Major D~ainage 2-15-84 C. ABSORPTION FIELD DATA Soils Rating in Abso=ption Strata Date Znataned Width of Field Z ~,, Square Feet of Absc=ption A=ea Depression ove= Field (Y~) Date of Last Adequacy Test Results of Last Adequacy Test ./%)/J9 Separation Distance f=cm Absc=ption Field: To Wate=-Supply Well 1,'.) I(~ %' To PToperty Line 3~/ Type of System Design Length of Field ~0 ~ Depth of Field ~,g' mo 3,~i Gravel Bed Thickness , g ~ Standpipes P=esent ~N) To Building Foundation ~ Lot. ~/F+ ; On Adjoining Lots To Wate~ Main/Service Line ~3/~ -' To Cutbank(if present) To Stream/Pond/Lake/c~ Majo= Drainage Course To Driveway, Pa=king A=ea, c~ Vehicle StC~age A=ea To Existing or Abandoned System cn M~ets MOA ** ** Che~k Pemnitted Bed~ocm Rating Againat HAA Request I certify that I have checked, verified, c~ conformed to all MOA HAA Gu, idelines in effect on the date of this inspection. Signed ~ ~ ~ ~ Date KB1/dL/s [Page 2 of 2] CHEMICAL & GEOLOGICAL LABORATORIES oF ~ILASKA, INC. ~'~~~'~ TELEPHONE (907) 562-2343 ANCHORAGE INDUSTRIAL CE~N~TER 5633 B Street Drinking Water Analysis Report for Total ColifOrm Bacteria TO BE COMPLETED BY WATER SUPPUER TO B~ COMPLETED BY LABORATORY WATER SYSTEM: (*) se~ h on back AnaNsis shows this Water SAMPLE to be: ' I.D. NO. isfacto~ · D~nsatisfacto~ '-" ,' water s~.m ~m~SKA ~VIRONM~T~ ~~' . . ~ . ~ sample too long in transit; sample should 1200 W~- ~.~ · ...... ~ ~ ....... ~ ~ ~ n~ be over 30 hours old at examination to Mailing ~re~ ~age, ~aska ~'~ indicate reliable results. Please send new sample via special delive~ mall. ~ ~ Y~ ' Time Recelv~ ~ An~ytical Meth~:  Routine ~ Fe~entation Tu~ Ch~k ~ple (for murine ~ple with lab inf. no. I D Treated Water ~ D Membrane Filter D S~lal Pu~M r .~ Untreated Water : .-  ' ' ~'";:'?~'~ 'No - -Result* SAMPLE :; .[.~.... Tim ~ll~t~ ~ Ref Analyst NO. L~ON : '" ~ll~t~ By ' , ,l ' . - - ' ' ~. of CO~n~S/1~ mi. Or NO. of l t ~sm ~ BA~ERIOLOG ~AL WATER ANALYSIS RECORD R~D INSTRUCTIONS" Membran. F,tec Dim~ Count -' ' ' Co,fo~/l~m~ ~Vedficatlon: LTB " .... ~ .~GB , ~al M~mbra~ Filler ~1t~' C~111~11~1 BEFORE . ~Re~.ed ,. " LECTING SAMPLE TNTC= T~o NumeroUs To Count ~. ' ........ fi/I .xicipality of Anch¢ MEMORANDUM DATE: January 25, 1984 TO: Laura Crow FROM: Environmental Health Division SUBJECT: Request for Refund - Account # 2460 The following is a request for refunds, please make the necessary arrangements: Ron Downey 211 Mc Carrey Street #17 Anchorage, Alaska 99504 Receipt # 257047 Amount $30.00 Account # 2460 Lot 13 Block 3 Aspen Highland Subdivision Sewer and Well Permit A private engineer completed the inspections in lieu of this office. Joseph P. Kearns Receipt # 275453 Star Route A b x 335-C Amount $65.00 Anchorage, Alaska 99507 Account # 2460 Lot 14 Block 1 Birch Tree Estates Subdivision Sewer and Water Other Lending agency does not require the health authority approval to be done at this time. Laura J. Ward Office Associate LJW cc: file attachements 91-010 (4/76)