HomeMy WebLinkAboutELMORE #2 BLK 10 LT 3 ~ 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:. U'14'/'~)-5'~0'z--/ PID Number:, "'"':I~.,/L~J b. /~'~4r~,~ Wastewater System: I~ew ' I-I Upgrade AddmM: PP 8o~ z~,//~ A~c~. AY.,, ~b'7~ ABSORPTION FIELD ' --IN°.:~Bedm°m': I-IDeep?rench I~ Shallow Trench ~ E]Mound =Other LEGAL DESCRIPTION so. ~,.~: ,'7' ~,o/~... ,...fF). /. ~ ' Subdlvleion: Number of IInM: WELL: I~ew [] Upgrade c~,,~[,,~c~: /-~ ~. 3 ~if~U~ {~vate, ~B,C): To~l ~m: ~ To: To~l lb~tJOn I~ Pi~ ~te~al: ~/~ ~mp ~t I~ ~ng ~ht ~ G~: Y~=: ~ ~.~ .. ~ F~ TANK SEPARATION DISTANCES a Septic a Holding ~.T. EP. ~u~a~ w,~,, >/~o~ >/~o' >/~ / >/~' LI~STATION Line - ~ e /D / ~ ~ ~ ~ /~ / S~e ~ ~11~: Foundation ~ /~ ~ ~/i ~/~/ ~ ~ ~mp~'~.c~O ' ~umpo~ll~ Remarks: BENCH MARK E~S~ '~ ~.; ):~. ~ ~ ~: ~' Insp~tions pe~ormed De aAment of H ~ ~'1~1'~ p ealt~d Hu~ Se~ices approval Re ,ewed' a.d approved by: Date:/ Municil~ality Of Anchorage · page ~"of $ , DEPARTMENT OF HEALTH AND HUMAN SERVICES ": ENVIRONMENTAL SERVICES DIVISION "':' P.O. Box 196650 · Anchorage. Alaska 99519-6650 · Telephone: 343-47~14 On-Site WasteW,ater Disposal System and/or Well Inspection Report" .; Permit Number:.. ~,t.,.1 ct~O~?..I . PID Number:. 01~ 1'75 09 ~¥~.o H~ Municil~ality of AnChorage -. p,g,. 5~f ~ DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION '-' P.O. Box 196650 · Anchorage, Alaska 9951~-6650 · Telephone: 343-47~t4 .. On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number:. ~lJ?~"O3z. I ' 'PIDNumbe~ 01~, I'/;~O~ : PERFORMED FOR: LEGAL DESCRIPTION:, ?- g- 13- 14- 15- 18. COMMENT;; "'~'~-'~ ~" · · * ,q.,~.."~ENGINEER'S:. SF.A~ Mun~ of Anchora~ · , DEPARTMENT OF H~LTH & HUMAN SERV CES 825 L Strut. Anchorage, Alaska ~2~ - Township. Range, Section: WAS GROUND WATER ~/ ENCOUNTERED? , / ,; YEs. AT W.AT _/,,' S~ DEPTH? pO E SLOPE SITE PLAN Reeding Date Gross Net D~oth to Net Time Time Wete~ Dro~ PERCOLATION RATE I. ~' (m~nutes,'lnc~) PERC HOLE DIAMETER TEST RUN BETWEEN ~) FT AND ~ FT PERFORMED B Y .',,,,'~g~~''- ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: DATE: ~//~/~]~ 72-008 (Rev. 4/85) }, SULLIVAN WATER WELLS ~.e~-/ £~t~..~,..,) , O.t,T.O~'m IOqi/_l~/ 7"e_ S ATIC L£% EL OF W~TtR f.r. --~..~c~ ........ ~iL~~'.'~m~ OR,,, ~0,¥., FT . % ., 'Q.'[_F! to Ff.. ... 'l:: ==t:_. i,. .. FI ":'~ ;"'0'"'"~' R E ¢ E I V E D SEPt lO 1996 Munlcipahty ot AnChorage ~AL~. rER iiR ~ ~) 0 ,,,,, OF C~,,r~--~-'E;: -~'~~ -- Frum~ [ri, Io~FI. --,,~- '~ ~ '~a¢~'F,~,_ ~,.,o~:. "" ~/~ --- ~/~ ~ "~-. ,~_ .ri.. MUNICIPALITY OF ANCHOP. AGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PAGE I OF I PERMIT NUMBER:SW950321 DESIGN ENGINEER:ANDERSON ENGINEERING OWNER NAME:LEBARON KAYLEN D OWNER ADDRESS:P.O. BOX 230414 ANCHOP. AGE, AK. 99523 DATE ISSUED:10/06/95 EXPIRATION DATE:10/06/96 PARCEL ID:01817309 LEGAL DESCRIPTION: ~ELMORE #2 BLK 10 LT 3 LOT SIZE: 40280 (SQ. FT.) NUMBER OF BEDROOMS: 5 THIS PERMIT: 5 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / 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 (18AAC80). 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. SPECIAL PROVISIONS: RECOMMEND THE INSTALLATION OF A FLOW SPLITTER BASIN SUCH EACH TRENCH EXCEPTS EQUAL FLOW. 8 .i I /'"! i/! ,-\ Municipality o! Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 'L" Street, Anchorage, Alaska 99502-0650 SOILS LOG ~ PERCOLATION TEST (ENGINEER'S SEAL) 1- -$ $ g ~0 '1~1I 15- 17- 18- 19- 20- WAS GROUND WATER 'ENCOUNTERED? ,F YES. ATW.^T DEPTH? E Reading Date Orott Nit OeDth to Net Time Time Water Dro~ PERCOLATION RATE TEST RUN BETWEEN · '7" {m~nutes/mch) PERC HOLE DIAMETER , FT AND '~ FT COMMENTS PERFORMED BY:~ .fr,,r f',d'"A...,-. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE; DATE; 72-008 (Re,~. 4/85) II /NFL UENT FROM SCREENED DOS~IG TANK OR RECIRCULAT1NG SAND OR GRAVEL FILTER. CONCRETE Fit. L Side Vle~v FLOW SPLITTER BASIN FLOW SPLIT"' .R BASIN FOb GRAVITY FLOW EFFLUENT ! STAIN[ESS ~TEEL BOLTS & NEOPRENE GASKET. CARBON Fit. TER VENT Sh'OV,~f IS OPTIONAL. PIPE PVC BASIN ,SPECIFY DIA. (24' OR 2I' )AND HEIGHT FLOW CONTROl. ORIFICE ( S ROWS S~ IOWN VVtTH 90* ELL - 2'DIA. TO S*DIX AVAILABt. E lINE POURED CONCRETE BASE Top View FLOW SPLICER BASIN MA~ N~BER OF DISEASE ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, ALASKA 99524 September 18, 1995 Municipality of Anchorage Department of Heath & Human Services 825 "L" Street Anchorage, AK 99502-0650 Subject: Lot 3, Block 10, Elmore Subdivision, Addition No. 2 Septic System Design Impacts to Adjacent Properties Dear On Site Services Engineer: We hereby apply for a well and septic system permit for Lot 3, Block 10, Elmore Subdivision, Addition No. 2. The owner of the lot intends to construct a five bedroom home on the property. We have designed a 5' wide shallow trench system to serve the proposed home. The attached site plan illustrates the location of the new well and septic system and includes the location of all testholes placed on the lot. Three holes were placed during our exploration and the fourth was placed in August of 1992 by another engineer. The topography of the lot is nearly flat with a slight 1% to 4% east to west grade at the location of the absorption trenches. No surface water is evident on the lot and the drainage patterns will not be affected by this construction. The property to the east is vacant and setback distances from the well and septic system to the north, south and west are easily met. The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 4 The system, if constructed as designed, will have no adverse impact on reserved space, either sudace or subsurface, on any lots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. Sincerely, Michael E. Anderson, P.E. Attachments The current drainage pattern will.~rt~[ntained. 4401 I THIS PROJECT LOCATION MAP .SITE PLAN SCALE 1' = 50' LOT 3, BLOCK 10, ELMORE SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Five Bedroom Home 5' Wide Shallow Trench Parc. Rate: 19 MInJInch 1,500 Gal. Tank Application Rate: ,6 GPD/SF Reduction Factor = .87 1' Gravel Beneath Distribution Pipe 5 Bedrooms X 150 GPD I .6 GPD/SF = 1,250 SF of Absorption Area 1,250 SF/5 SF (Width) X .87 Red. Factor = 218 LF Total Absorption Trench Therefore: Construct a 5' Wide Laterals each 73' Below the Ground in Length and 10' Surface. Shallow Trench System with Three Apart. Distribution Pipe Placed at 2' 11 ~/11~111~~ TYPICAL 5' WIDE TRENCH SECTION (NO SCALE) Bottom of Trench to be 4' Above Groundwater. Grade Area Over Trench to Drain Away. Place 2" HI Direct Burial Insulation Over Distribution Pipe. PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 'L" Street. Ancl~orage. Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST WA~GROUND WATER ENCOUNTERED? IF YES. ATWHAT OEPTH? 11 12 13. 14 15 16 17, 20- COMMENTS TEST RUN B£T',NEEN , ~ FT AND ~' FT ~COORDANOE WITH A~. ~'A'TE ANO MUNIOiPA~. GUIDELINES IN EFFECI' 0N T.,$ °AT[. °ATE; 72-00~ (Rev. IN Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 L Street, Anchorage, Alaska99502-O650 SOILS LOG -- PERCOLATION TEST ION ~7 ~r ~t<~C~- /0 ~ ~-t.~t0~' Township. Range, Section: 1 2 3- 4- 5- 6- 7- 8- 9- 10-~ 11- 12- 13- 14- 15- 16- 17- 18- 19- 20- COMMENTS SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, ATWHAT ,~ I DEPTH? E R~ding Dete G~oss Net De~th to Net Time Time Wat~* Drop PERCOLATION RATE TEST RUN BETWEEN (m,nutes/mcl~) PERC HOLE DIAMETER FTAND o° ACCORDANCE WtT" ALL STATE AND MUNICIPAL GUIDEUNES IN EFFECT ON THIS DATE. DATE:' C~ ~i~,j~"''~ 72-008 (Rev. 4/85) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG ~ PERCOLATION TEST ::/'%' 8 10 14 16- 20- COMMENTS · - ~ (ENGINEER'S SEAL) .Township. Range, Se~ion: -c-~ ... SLOPE SITE PLAN WA~ GROUND WATER ENCOUNTERED? Y s IF YES. AT WHAT _~l DEPTH? p E 0el~ to Wait Altar ~ qll?,/ Mo~iliti~? '" ~ Oalc PERCOLATION RATE /~ . tm,nutes,'mch) PERC HOLE DIAMETER TEST RUN BETWEEN-'~ FT AN: :~,,.. FT PERFORMED SY:_.'"'~'~ I ~A'i ]fy THAT 1~.1S TEST WAS PERFORMED ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIOELINES IN EFFECT ON THIS DATE. DATE:' 72-008 (Rev. 4/851 I A I . -~ .~ -ZS~ ........ 16- 17- 19- P~TION ~TE T~TRUNBE~EEN ~,~ hAND ~ FT PERFORMED BY; ~. ~E~5/~ I , CERTIFY THAT THIS TEST WAS PERFORMED IN  MunWWa~lty Of Anchor.ge DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street. Anchorage, Alaska 99502-0650 SOILS LOG ~ PERCOLATION TEST DESCRIPTION: ~G"7' 3 /~/v~o/~.m",~7OD,~v'ffTownship, Range, RE~ D&~P-~I~.7' L~/ St,OPE StT£ P~N INg?ECTIONS t~ ~--, GREA'""."R ANCHORAGE AREA BOR~GI'I (~[~l Department of Environmental Quality . ~ 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCAT,ON LEGAL DESCR,PT,ON-/-'7' _~ _~/~ ~://'/m .~,.~_ */,A SEPTIC TANK: DISTANCE FROM WELL /~/J~) INSIDE LENGTH ,~~ NUMBER OF MANUFACTURER MATERIAL __COMPARTMENTS INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY /~"~GALLONS. TILE DRAIN FIELD: DISTANCE FROM WELl../ NUMBER OF LINES ABSORPTION AREA DEPTH: TOP OF TILE TO FINISH GRADE WELLL BUILDING FOUNDATION FOUNDATION /~ I ~ NEAREST LOT LINE /'/~) I,~/_ TOTALoF LINEsLENGTH ~_ ,~.~...7/ I DEPTH OF FILTER ~ ~)  MATERIAL BENEATH TILE -- ~ABOVE TILE ~ IN. j CONSTRUCTION ~/'J~- - t,¢~ ~. DEPTH NEAREST NEAREST SEPTIC SEEPAGE LOT LINE SEWER LINE TANK SYSTEM DISTANCE FROM: CESSPOOL OTHER SOURCES APPROVED DISAPPROVED REMARKS. DISTANCES: SEWER LINE DEPTH: PIPE M A T E R I A L: Y'-'~'~'--~ ~ LOT REMARKS: Form EQ-032 PERHIT HO. Ft f-,I I~', ~4ELL .RF'PLICRNT LOCATION LEGRL ,PETF ~r JI_I[',SEr.~ 14?TH AVE BX 4-459 PERr'] I T, L~ & iO BiO ELHORE SUB LOT SIZE 40280 SOURRE FEET TYPE OF SOIL ABSORBTION SYSTEH IS: TRENCH MRXIMIJH HUHBER OF BEDROOHS = 4 SOIL RATING (SQ FT/BR)= 8.5 THE REQUIRE[) SIZE OF THE SOIL ABSORPTION SYSTEM IS: D, EPTH= 7. 5 LEf-4GTI-i= 69 GRR'-,-'EL DEF'TH= 2. 5 THE LENGTH DIMENSION IS THE LENGTH (IN FEET> OF THE TRENCH OR DRRINFIELD. THE DEPTH OF R TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOH OF THE EXCRVRTION <IN FEET>. THERE IS rio SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE HINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFRLL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET>. F-:E 6~.LI I RED SEPT I C TI:If-il-( SZ::; I ----~" E= :1.258 6RLLOf4S BACKFILLIHG OF RN'¢ SYSTEM WITHOUT FINRL IHSPECTION AND APPROVAL BY THIS DEPARTHENT WILL BE SUBJECT TO PROSECUTION. :MINIMUH DISTRNCE BETWEEN R WELL Arid ANY ON-SITE SEHRGE DISPOSAL SYSTEH IS ~iO0 FEET FOR A PRIVATE WELL OR 200 FEET FOR R PUBLIC WELL HELL LOGS ARE REQUIRED Arid HUST BE RETURNED TO THE DEPRRTHENT WITHIN .%0 DRYS OF THE WELL COMPLETION. SPECIFICATIONS AND CONSTRUCTION DIRGRRrtS RRE AVRILRBLE TO IHSURE PROPER I NSTALLRT I F'EF.:I'I I T '-,-'AL I b FC, R Of 4E 'T'ERR FI~Cirl I SSI_IE I CERTIFY THAT l: I Art FAMILIAR WITH THE REQUIREHENTS FOR ON-SITE SEHERS AND WELLS RS SET FORTH BY THE HUNICIPALITY OF ANCHORAGE. '2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. -~: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM HAY REQUIRE ENLARGEHENT IF THE ,- SI rIED:__// ZS L .... ....... I~PF'L l CANT P,~'T E [HUDSEH GREATER ANCtlO~GE AREA BOROU~ Department of Environmental Qu~.~ty 3330 "C" Street Anchorage, Alaska 99503 Performed for --~(~,~ Legal Description: L-m'-~; This fom reports: Soils log Date Performed Percolation test Depth Feet 12--- ' ~ = 13- 14- Was ground water encountered? If yes, at what depth? Reading Date Percolation rate Gross Time minute. Net Time · Depth to Water Net Drop · Proposed installa~n'? Seepage Pit Drain Field Depth of Inlet . .. Deptl-{--t-6-.bottom u-f~)it or trenFh , co~E~ns: i~,~,' ,"-_.~,,-,-':-----'~Z~ '~' ~x,~'~ ,-~,~,~/..~-,,,,~ ..... -c:-m?-, ........ Performed Dy~ ..Certified Dy: '~~ .____J d Le : mj~L~J--J © II II II 186 II II II II I ! 180 185 '~(~'- 187 190 OeArmoun Road Area Reference Map-P14 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 APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. # 01 17. 0 HAA# GENERAL INFORMATION Complete legal description Location (site address or directions) Property owner ~.AyL.~-/4 Z-C.- BA/'z.0,~J Day phone Lending agency [~L'~ ~ ~ ~,114.. Day phone Mailing address Agent Day phone Address Unless otherwise requested, H~ will be held for pickup. NUMBER OF BEDROOMS: ~'~ TYPE OF WATER SUPPLY: Individual well Community well Public water ~UNICIPALIT~ OF ANChOrAGE EHVIROI'LMENT,AL e'rJJVIC['~ OIVI$1ON SEP 11 1996 RECEIVED e NOTE: If comm. u.nity.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. 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 ~/~/b -~'"/'/-~/q ~ ~.~'~'~'/'U~ Phone ~'~ ,,?- '7/~'~"' Address z,,zoT $ AY-. Engineer's signature ~-~t.~,...,, ~ ~4,.C~.~,-.~ Date c//10 DHHS SIGNATURE ~ Approved for Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: Additional Comments By: Date ,~./7/~ 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. Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division 825'1." Street, Room 502 · Anchorage, Alaska 99501· (907) 343-4744 WELL DATA Log p~ (y~) T~ ~ ~ (Y~) Health Authority Approval Checklist B,~./o~ E,.~o~.~' ~,~.~.: If A. B, or C. ~=~cb ADEC lettm', ADEC watu .s~ number Da~ completed c=d~o I0/. Y c,.~g hapt (above ~mund) Wires properly protected (Y/N) Date of 51aJc wain' Ir,~l FROM wFI J. LOG AT INSPECTION WeU pmducfioa ~" ~.p.m. WATER SAMPLE RESULTS: Coliform 0 l l q t, B. SF2TIC/IIOLDING TANK DATA Fluid depth in absm'ption field hot'otc te~ (m,); {~ lmmedbt.hj ~ Fluid depth (ins.) Minutes hl~r: Absorption rat~ Peroxide Ix~tatment (past 12 months) (Y/N) ffym, give . ~on ~ fldd ~ For ~.~ (~.): g.p.d. D. LIFT STATION Manhole/Access (Y/N) Y High water alarm level at* ~"~ ** "Pump on" level at* ~ ~ "Pump off' level al* ~7 '~ Cycles tested E. SEPARATION DISTANCES ~rptJon field on lot Public scwcr main Sewer/sc'phc sc~ice line SEPARATION DISTANCES FROM WE1,.L ON LOT TO: Septic/holding tank on lot ~/~0 * / ; On adjacent lots : On adjacent lots Pabl~c ~ manhole~cle~nom Lilt station SEPARATION DISTANCES FROM SEP'~C/HOLDINO TANK ON LOT TO: Building fou~a~on )' [~ A ; Property line ~/0 Absorption field ) ~ I Water main/sc~ice line )/~)~ Suffacewatet/dpinnge )//}OtWellsonadjacentlots ,~/~)D; SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Building foundation ~)/O ~ Water mnin/service ~ ~'/~) Surface water "~/~} 0; Driveway. pad~ng~ehicle storage al'ca Curtain dram ,~JE' ~/~ Wells on adjacent lots .~'/0~} ~ ) PmpcT .,l ' Date of Payment Recgipt Number Date of Payment Rgcgipt N.mhcr Rev. 8/95 OSS: haa. wk.doc CT&E Environmental Services Inc. Laboratory Division ~,e'~,~,,~-,e'~',~,~-,~,.~'.~-,~-,~.~-~'.~'a-.~ 200 W. Potter Drive Anchorage, AK 99518-1605 Tel: (907) 562-2343 Fax: (907) 561-5301 September 12, 1996 Mike Anderson Anderson Engineering PO Box 240773 Anchorage, AK 99524 Client Name Project ID Printed Anderson Engineering [3 BI0 Elmore S/D No. 2 [964493] September 12, 1996 Enclosed are the analytical results associated with the above project. As reouired bv the state of Alaska and the USEPA, a formal Quality Assurance/.Quality Control Program is maihtained ~y CT&E. A copy of our Quality Control Manual that outlines th~s program is available at your request. Except as specifically noted, all statements and data in this report are in conformance to the provisions set forth in our Quality Assurance Program Plan. If you have any questions regarding this report or if we can be of any other assistance, please call youi' CT&E Project Manager at (907) 562-2343. The following descriptors may be found on your report which will serve to further qualify the data. U - Indicates the compound was analyzed for but not detected. J - Indicates an estimated value that falls below PQ.L, but is greater than the MDL. B - Indicates the analyte is found in the blank a.~soc~ated with the sample. * - The analyte has exceeded allowable limits. GT - Greater Than D - Secondary Dilution LT - Less Than ~~ Member of the SGS Group (Socidt6 G6n6rale de Surveillance) ENVIRONMENTAL FACIUTIES IN ALASKA- CAUFORNIA, FLORIDA, ILUNOIS. MARYLAND, MICHIGAN, MISSOURI, NEW JERSEY, OHIO. WEST VIRGINIA CT&E Environmental Services Inc. Laboratory Division r.e.14.1.e..e..e.a,14,.e-.e-.e.4..e..e..e.. .e..e.jfjfjjjffffj jjjjffj #, 200 W. Potter Drive Anchorage. AK 99518-1605 Tel: (907) 562-2343 Fax: (907) 561-5301 CT&E RefJ/ Client Name Project Named// Client Sample ID Matrix Ordered By PWSID Sample Remarks: 964493001 Anderson Engineering L3 BI0 Elmor~ S/D No. 2 L3 BI0 Elmor~ S/D No. 2 Drinking Water Client PO// Primed Date/Time 09/12/96 11:07 Collected Date/Time 09~08~96 16:41 Received Date/Time 09/10196 12:40 Technical Director: Stephen C. Ede Nitrite-# Nitrate-N Totat Cotlfona Resutts POL Units Hethod O.IOOU 0.I00 m~/L EPA 353.2 0.135 0.100 mg/L EPA 353.2 o o cot/lOOmL sn10 92228 Attownbte P-~p Anaty. i. Limits Date Date Init 09/11/96 ERB 09110196 EMB 09/10/96 TAV ~,~~ Member of the SGS Group (Soci6t6 G6n6rele de Surveillance) ENVIRONMENTAL FACILITIES IN ALASKA, CAUFORNIA, FLORIDA, ILUNOIS, MARYLAND, MICHIGAN, MISSOURI, NEW JERSEY, OHIO, WEST VIRGINIA