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Home My WebLink AboutSUN SHINE ACRES LT 2 Municipality of Anchorage Page / of Z 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: ~'¢~'; -*~¢c/z ¢~-,-~([~'~'~ \ PID Number: Name: ~~/~ ~ Wastewater System: ~ New Q Upgrade Address:~ p~/ ~_~_ ~. ABSORPTION FIELD No. of ~edrooms: Pho~. ~7~ I ~ ~DeepTrench ~ Shallow Trench ~Bed ~Mound ~Other Soil Rating: Total Depth from original grade: LEGAL DESCRIPTION ~,~ ~ ~ ~/s.,~. Lot: ~ Block: Subdiv~ion: Oeplh t0 pipe bottom from original grade: Gravel depth benesth pipe ~T~wn hip:;~ 5~ZpTI~ IRange: ~5~ ISectiOn:, Fill added ab°ye °riginal orade:¢ Ft. Gravel length: ¢~ Ft, Number of lines: Distance belw~eMines: WELL: ~ New ~ Up 3ravelwidth:~ Ft. /~//~¢~/ ~5 Ft. Clsssification (Private. A.B,C): ~: Cased TO: !Total absorption area: Pipe materisk ~ Ft. Ft. ~/~-~¢ SQ. Ft. ~5~ Driller:~ Date Drilled: Static Water Level:Ft. Install~r: ~ Date installed: SEPARATIO~ DISTANCES ~Septic B Holding D S.T.E.P. Manufac urer: Capacity in gallons: To Septic Absorption Lift Hold,n, 'ublic/Priva,e ~ Prom Tank Field Ststion Tank Sewer Lines ~ Material: ~ ~ ~ Number of Compa~ments: Sudace Water ...... LIFT STATION Fou.dation /~ ~ ~ -- -- 'Pump on" level at: ~~eve, at: High water alarm at: Remarks: ~SrC z'~~ -¢~2~ BENCH MARK ENGI~F~E~E~k,~ , Inspections performed by: ~¢~¢¢~ Dates: 1st ¢¢zy PS~ ~ ,,~ ~;~X,¢ ~eparlaent of Hea~ H~vices approval ,. Reviewed and approved by: Date:_ _ 72-013 (Rev. 9191) MOA 25 P.O.Box On-SiLe Municipalily of Anchorage DEPARTMENT OF HEATH AND HUMAN SERVICES ENVIROMENTAL SEVICES DIVISION 196650 Anctnorage,Alasl<a 99519-6650 Telephone:3434744 Wastewal, er Disposal System and/or Well Inspect.ion Ret)or[ Legal Description: LOt 2 SUNSHINE ACRES PID NO.: 017--401 36 350.7 ENGINEER'S SEAL ;PENDLO DRI NO. 994.~ Rick Mystrom, Mayor Municipality of Anchorage Department of Health and Human Services 825 'L' Street P.O. Box 196650 Anchorage, Alaska 99519~6650 343-4744 May 28, 1996 Harr R & Mary Ann Lee 8701 Spendlove Dirve Anchorage, Alaska 99516 3357 Subject: Lot 2 Sun Shine Acres Subdivision Permit #SW950091, PID ~017-401-36 The subject permit, issued May 25, 1995 by this office for a single family well and/or on-site wastewater system, has expired as of May 25, 1996. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well this office for documentation of the close the permit. log must be sent to installation and to If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as-built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater perm%t; $120.00 for a well permit and $440.00 for a combined cn-site wastewater and well permit. If you have any questions, please call this office at 343-4744. On-site Services enc: Copy of Permit MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREE'r, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW950091 DESIGN ENGINEER:DUMMY COMPANY OWNER NAME:LEE HARRY R & MARY ANN OWNER ADDRESS:8701 SPENDLOVE DR ANCHORAGE, AK 99516 PAGE 1 OF 1 DATE ISSUED: 5/25/95to'~.-~- EXPIRATION DATE: 5/25/96 PARCEL ID:01740136 LEGAL DESCRIPTION: SUN SHINE ACRES LT LOT SIZE: 208173 (SQ. FT.) NUMBER OF BEDROOMS: 2 THIS PERMIT: 2 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (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 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. PERMIT) SPECIAL PROVISIONS: Municipality of Anchorage 825 L Street PO Box 196650 Anchorage Alaska 99519-6650 June 22, 1994 810 WHITNEY ROAD ANCI-{OI{AGE, AK 99501 (907) 276-8234 Attention: Mr. James Cross, Acting Program Manager, On site Services Subject: Lot 2 Sun Shine Acres, Permit #SW930141, PID #017-401-36 Reference: Gentlemen: MUNI June 6,1994 letter H. R. Lee June 22,1994 This letter is to renew or replace the subject outdated permit for the on waste water disposal permit. We have attached the revised system location and percolation tests. As you will recollect the well is complete and that information was submitted in the June 1994 letter. erely Harry R~. Lee, PE, Ak registration 582E Attachments: Plot Plan 1"=100, System sketch, Calculations ~o~ I~hOOO ~_ j BTP ~L Leo Iqo. · LEE RESIDENCE SPENDLOVE DRIVE ANCHORAGE, ALASI(A Waste Dis ~osal S~/stem Municipality ot Anchorage DEPARTMENT OF FIEAI..TFI & 825 "L" Street, Anchorage, SQILS LOG -- PERCOLA PERFORMED FOR: /4~_~ d~~' LEGAL DESCRIPTION: Towns[i SITE PLAN 1 2 7 8 WAS~OU,OW~T~ ~0 ~ /5~/ ENCOUNTERED~ 11 IF YES, AT WI4AT 14 Depth to Net Wa~er Drop 15 ~ ~ 0 18 ~____ 19 2O PERCOLATION RATE~'~¢~' 7 ~mmutes/,nch) PERC HOLE DIAMETER TEST RUN BETWEEN ~ FT AND PERFORMED BY: ~ I~_¢*~.~-- I CERTIFY THAT TH~S TEST WAS PERFORMED IN ACCORDANCE WiTH ALL S~ATE AND MUNICIPAL GU~DELINESIN ~FFECT ONTNIS DATE. DATE: . PERFORMED FOR: Municipality ol Anchorage , DEPARTMEN-F OF HEALTH & HUMAN~ERVJOES ' 825 "L" Street, Anchorage, Alaska,99502¢O650 SOILS LOG -- PERCOLATION TES,T LEGAL DESCRIPTION 1 2 3 4 5 6 7 8 9 10 11 12 13- 14- 15- 16- 17- 18 19 20 WAS GROOND WATER '/~/"/~ ~ S' ~ / ENCOUNTERED? , SITE PLAN Gross Net Depth to Net ' Dale Time Time Water Drop 4 __ 9-_£-~c,' _,~, z ,," _~ /, Z~ PERCOLATION RATE ,c~/ . (m,nutes/,nch) PERC HOLE DIAMETER / TEST RUN eETWEEN ~-- rZAN~ ~ PERFORMED BY: "~.~ I CERTIFY 7HA7 TII~S TEST WAS PERFORMED IN ACCORDANCE W,TH ALL STATE AND MUNICIPAL GU,DELINES IN EFFECT ON TI-IIS DATE DATE: 77 X~&~~ .__ 72-008 (Rev. 4/85) Municipalily of Anchorage DEPARTMENT OF HEALTII & HUM.~F, 825 "L" Street, Anchorage, Alas,l~¢,,.~ SOILS LOG -- PERCO PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 6 7 8 9- T$.wnshJ SITE PLAN 10 11 12 13 14 15 16 17 18 19- 20~ WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Oepth Io Waler Monitoring? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE ~ / (rnJnules/mch} PERC HOLE DIAMETER TEST RUN eETWEEN '-~'-- FT^NO ~T PERFORMED BY: I CERTIFY TNAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON I'IIIS DATE. DATE: 72-008 (Rev. ,I/85) PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & }IUMAN.$EB~VICI~ 825 "L" S~reet. Anchorage. SOILS LOG -- PERCOL.~ .¥ SITE PLAN 10 13- 14- 15--- 16 17 18 19 20 Time Net Depth to Tirne Water Net Drop I,~' PERCOLATION RATE '~ tm,nuleS/inchl PERC HOLE DIAMETER ]ESTRUN BETWEEN ~'' FTAND ~ FT PERFORME;BY: ~;¢'¢% - ' I CERTIFY THAT T,IS TEST WAS PERFORMED i. ACCORDANCE W,TH ALL STATE AND MUN,C,PAL GU,DEL,NES ,N EFFEC~ ON -rH,s DATa DATE: Tom Fink, Mayor l unicipality of Anchorage Department of Health and Human Services 825 %" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 June 6, 1994 Harry R. Lee & Mary Ann Lee 1915 Stanford Drive Anchorage, Alaska 99508 4455 Subject: Lot 2 Sun Shine Acres Subdivision Permit #SW930141, PID ~017-401-36 The subject permit, single family well expired as of June issued June 4, 1993 by this office for a and/or on-site wastewater system, has 4, 1994. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well this office for documentation of the close the permit. log must be sent to installation and to If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as-built inspection report must be sent to this office for review, approval and documentation. Ali. inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, Si.¢cerely, ~ J~mes Cross Acting Program Manager On-site Services please call this office at 343-4744. Copy of Permit 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 AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW930141 DESIGN ENGINEER:DUMMY COMPANY OWNER NAME:CLAUS BERNARD D OWNER ADDRESS:8701 SPENDLOVE DR ANCHORAGE, ALASKA 995116 DATE ISSUED: 6/04/93 EXPIRATION DATE: 6/04/94 PARCEL ID:01740136 LEGAL DESCRIPTION: SUN SHINE ACRES ]bT 2 LOT SIZE: 208173 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION 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 343-4329 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: //~ ISSUED BY: ~~~· DATE: Lot 2 Sunshine Acres Subdivision Q~ $i~ ~ast~ w~er Disposal Pesi,qR The design is conventional. It is sized for a three bedroom residence. The computed size is 3xlS0=450gpd. The effluent application rate at the minimum measured percolation rate, 16 minutes/inch, is 0.6gpd/sqft= 750.Ssqft, (250 sqft per bedroom). The septic 'tank size for 3 bedrooms is 1000 gallons. Separations are those described in AO 90-48(S-1), see figure la. Figure iA, at 1"=100·, shows the lot and all items in a 200' radius of the proposed well and waste water system. The drain field is a trench system parallel to the slope contours. The trench is nominally 6' deep. Because of the shallow depth manufactured insulation is used to protect the drain field. Depth to rock is typically over 22', 22-6=16'>6'. similarly, the depth to the water table is over 15', 15-4=11'>6'. Using the 1993 test pits the septic rock depth becomes 4' and the trench length is 93 feet. Adequate room exists for this. We think post site earthwork testing will reduce field length to about 45 feet by confirming bedrock and water level estimates, and also the 5 minute/inch percolation rate trend for the local area. Reserve area separation is over 10'. The on site waste water treatment system is located on figure la. The detail is zoomed on figure 2 for clarity. The design is detailed for a total depth of 6 feet with 4 feet of septic rock below the perforated pipe and drainage layer. Two inches of closed cell polyethylene insulation is placed over tbs gravel and below the mounded unclassified surface fill. The trenoh need only be 3 feet wide, but we expect it will be nominally 5 feet to allow easy construction. (This will result in more septic rock than required by minimum width computations.) Wate~ ~e!.l The land owner has drilled successful wells at adjacent sites. His location for this lots well is near the western boundary, 100 feet west and 150 feet north of the S.W. corner, see figure la. At this location The well is expected to be a deep rock well, 200 to 400 feet deep, and to have typical quality for the area, slightly hard with moderate flow. The well and waste water system are located on a 5 acre lot. The gradient is less than 25%. There are no surface drainage features on the site. There are no expected impacts on other local water waste water systems, reeerved space, or subsurface drai] Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST DATE PERFORI LEGAL DESCRIPTION: ~0~ ,~/,/~/,~l////(/~¢¢'¢}-:C~¢¢ownshipl Range, Section: SLOPE 1 2 3 4 5 6 7 8 9- 10- 11 12 13 14 15 16 17 18 19 r ¢ WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? OeptD lo Water Aller x /(//¢, MonitoriflD? ~¢~"~// Date: /'7% SITE PLAN Reading Date Gross Time i/l ,' Time Depth to Net Water Drop / / 72-008 (Rev. 4/85) Municipality of Anchorage DFPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502~0650 SOILS LOG -- PERCOLATION TFST LEGAL DESCRIPTION: ~//~2,~-,~ · -)('///,~,//I/// /(/c/24rcTownship, Range, Section: 2 3 4 5 6 7 8 9- lO2 it 13 14 15 16 17 18 19 20 SITE PLAN WAS GROUNO W^~ ~ ~.,",,') ENCOUNTERED? IF YES, AT WHAT DEPTH? Net Depth to Time Water /' ~, ____~ I/ S Net Drop COLATION RA'r~.~_' __~)tminutes/mch) PERC HOLE DIAMETER ACGORDANOE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT/ ~ON THIS DATE, DATE: 15 0 hi c b o 0 0 Municipality of Anchorage 825 L Street PO Box 1966!50 Anchorage Alaska 99519-6650 June 22, 1994 810 WHITNEY ROAD ANCHORAGE, AK 99501 (907) 276-8234 RECEIVED JUN 1994 Muf~o~pahty of Anchorage Dept. Healtl~ & Human Services Attention: Mr. James Cross, Acting Program Manager, On site Services Subject: Lot 2 Sun Shine Acres, Permit #SW930141, PID #017-401-36 Reference: MUNI June 6,1994 letter Gentlemen: In response to yours of 6 June 1994: Rampart Drilling placed a well on the property in 1993. It was adequate. We then purchased the property. We have not completed site plans or house plans and very likely will relocate the drainfield from the location shown on the permit. We recognize that will require a new submittal for the on site sewage disposal system, percolation tests, and etc. The well log and water quality tests are attached. Karabelnikof Surveying assures me that they will do our lot survey including the well location this next week. From past experience we expect slippage to continue to about: the end of summer. We have located it roughly on the attached drawing. It is close to where we planned, but is where Rampart wished it. They owned the land and had experience in local wells and located the well. 3. We verify, by this letter, Mr. Claus's attached log and water quality reports. The well was drilled in 1994 to a depth of 530 feet. Water was mostly above 250 feet, though some was found to 400 feet. The extra depth provides storage. The well was cased through overburden into rock. It is open hole from there to its extent. Water is from cracks in the rock. The recharge rate is between 1 and 3 gpm. This is marginal, but adequate to our needs. It was pumped and quality tested by Rampart Drilling. A Lot 2 Sun Shine Acres, Permit 2SW930141, PID 2017-401-36, Page 2 permanent pump is provided, but will not be installed until we request it, as part of our construction program. The well now has a sanitary top cap seal. The well is easily found. It is near the bend of the pioneer access drive, in the open, on the drill pad. Access is from the SE corner of the lot. The well is visible from that point. You may recollect, this project is a private custom residence that is being tailored by me to my wife and my desires for our use. The cost of the development is such that we have only one shot at getting it the way we want it. Therefore, we are not following the general residential construction procedure of rushing through design and permitting. Even though we have 5 acres to work with, access, earthwork, view and neighboring developments impact the areas suitable for drainfields, reserve and associated items. The impacts are such that they are being treated as a whole. It is for this reason that we will probably not use the precise location for the drain field shown in the permit. You may use this letter and attachments as documentation for the well as-built, with the exception of permanent pumps and plumbing. The well will be located on the plot plan and forwarded to you when received from Karabelnikof Surveying. Since y Harry R.~ee, PE, Ak registration 582E Attachments: Water Well Water quali'ty Test Location Sketch 1201 Ramona St. 99515 ~.NCHOI/A~N~ AI[~A§KA SIX INCH WATER WELL DRILLED .......... OUT TO THE DEPTH OF, 530 feet DRILLED AT THE RATE .OF .......... PROPERTY OWNER Mr. Harry LOCATION OF WELL SITE Lt. 2 DR~LLER Ber~ie .Claus of PEr FOOT. Steel casing seated to 38 ftc Lee 27.~-8234 (H4M) Sunshine acres [~i~per DeArmoun2 .......... Rampart Drilling Works WELL LOG: 0 - 16' ~ 6 - 23' 23 - 38' Coars___~e_~ravel with 20% silty material. A broken conglomerate of weathered rock fragments° A sediimentary rock, but broken up enough to drive casing. 38 ?~ 5~0' Bedrock. A hard sedimentary rock. Casing seated hard ~t 38'. Very little show of water until 165 ft. About 1/2 gpm in fissures of rock. By 230 to 234' more.water produced, in a slightly porous rock. This area is showing about 60 gallons of water per hour yield° At 382 to 388 ft. an increase of another 30 gallons per hour was show~.ng~ In thin areas of fissures of rock all the way to 530 ft., Total yield of water in. this Well show a fairly steady four gpm. For short duration pumping, however, (45 minutes after full draw down) tkts Well pumps about ~ifive gpm, ~GP~dr~pped on the pumping curve after 8 hours to a bit less than 4 gpm. Water recovery is back up to within 45 feet of surface. RECEIV[!D , UN 1994 COST INCLUDES ALL LABOR AND MATEI~,,~U']~I~/C~I(/I~I~ OF SAID DRILLINg. uept. 'hearth & Human 6~rw cos WRITECFIECK PAYABLETO RAMPART DRILLING WORKS FOR THE SUM OF ............... THANKYOU VERY ~UCH. '~_~ .- f~ ~ BERNIE: CLAUS OF RAMPART DRILLINg WORKS DATE. July 10, 1993 SERVICE CI4ARgEOF If/~% PER MONTH WILt. BE ASSESSED ON PA..~T DUEAC, COUNTg. ~!F!Vh~,ONIv:ENTAL LABORATORY SEFtVICES & ,;E[I GilNIEifEIRING CO. , ' ;' ;:k:: 'pi(; 7D ,U.[ _,.~ DM. ,,,OUi'I REPORT of ANBLYSIS WELL · i :: '::!;.c :C[,;qUS, BERNI WORN Order if : ~ (,. i.',i,' ; Report Completed >i i;, .: Collected ..,.. :: ~; : Received COLLECTED BY: B,W.C. HARD WATER. [,RIHKIN~ WNI'ER L.d~i~ OF 0,~ HG/L. 5633 8 STREET ANCHORAGE, AK 99518 TEL: (907) 562-2343 FAX: (907) §1~t,5301 : 67872 '~' ~07/12/93 ~07/01/9~ @ 12:30' hfs, :07/01/93 @ i3:20 hrs. Techt%ical Director:ST~PH~N C. EDE , _ Re!Te ,--'' IRON EXCEEDS RECOMMENDED QC Allowable Ext, Anal "' '5: Results Qual Units Method Limits Date Date Init 0,26 mg/L EPA 200,'7 ICP 07/07 07/08 0,025 U mg/L EPA 200,7 I. CP 07/07 07/08 0,058 mg/L EPA 200,7 ICP 07/07 07/08 DLg 0,0!3 ~ m~l/[., EPA 200,7 ICP 07/07 07/08 DL,G 50 Bg/L EPA 200,7 ZCP 07/07 07/08 DLG 0,013 fJ mg/L EPA 200,7 ICP 07/07 07/08 EL(; 0,017 mg/L EPA 200,7 ~CP ~,3 max 07/07 07/08 EL6; 1,] mg/L EPA ~00,7 ]t:p 07/07 07/08 0,025 U mg/L EPA 200,7 tCP 07/07 07/08 7.5 mg/L EPA 200,7 ICP 07/07 07/08 DL(; 0.024 mg/L EPA 200.7 ICP 07/07 07/08 0.05 U mg/L EPA 200.7 !CF 07/07 07/08 DLG 1.2 U m~/ba EPA 200.7 ICP 07/07 07/0~ DLG 4,3 mg/b E?A 200,7 ICP 07/07 07/05 0,013 U mg/L EPA 200,'~ ICP 07/07 07/08 5,8 D~/L EPA 200,7 ICP 07/07 07/08 0.0t4 mo/f, EPA 200,7 ICP 07/07 07/08 DLG J ,07 rog/i, EPA 353,2/300,0 10 07/08 E,LH 10,8 mg/L EPA 325,3/300,0 07/09 24.9 mg/L F:P~ 375.4/300,0 07/09 191 rog/L. EPA 160,1 07/02 07/06 ~CE · ~ ,:;:.,~, .. 'i. 71',;O?UCtlO.":s Above UA = U,, ;ail,ab ~ ...... c *~ is 'l:he prac't, zcal oL~.~rt ifJ. r'.;:d:~en limit, LT = Le .... Than ,71....~J.c~_ GT =; G~;J~ter Than Member ol the SGS Group (Socict~ G~n~rale de Surveillance) ' L', .J: t,:3 :is ;N ALASKA, COLORADO, UTAH, ILUNOIS, OHIO, MARYLAND, WEST VIRGINIA, NEW JERSEY, SOUTH CAROLINA