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HomeMy WebLinkAboutTHOMAS L BOYLE BLK 1 LT 4AThomas L 0 Boyle Block Lot 4A #015-282-29 Municipality of Anchorage Page Of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 0 Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: J;W!3q6)2-5ih PID Number: h LS — ZS Z—Z-9 Name: Mrs a r V; Wastewater System: 11 New KUpgrade Address: o• ABSORPTION FIELD Phone: No. of Bedrooms: 1 15 ;peep Trench ❑ Shallow Trench O Bed O Mound O Other LEGAL DESCRIPTION soil Rati" : Total Depth from pori final grade: Lot'Block: I SupQpivleion• JJ O� �&_ GPD/S Ft Depth to pipe bottom trop original grade: Gravel depth beneath pipe Township: r . r Range: e Lon: Ft Fill added above original grade: Ft Gravel length- _77 IV W Ft Ft WELL: ❑ New ❑ Upgrade Grant width: 5 Number oflines: Durancelivanholines: Classification (Private, A.B,C): Total Depth:Geed To: Ft Total absorption area: Ft Pipe material: Ft' Ft Driller. Date Drilled: Static Water Level: SO Ft Installer. C a55 �L �!-11 u Q Datelnstalled: Ft. 6 Yield: Pump Set at Okung Height Above Ground. GPM Ft. I Ft. TANK SEPARATION DISTANCES ❑Septic ❑Holding 0S.T.E.P. To From S"ti4 Tank Aworptron Lm hm,ng ubliwpnvab Manufacturer. Capacity in gallons: Fold Station Tank sewer Lines Welh Io 2 nl AI NA Material: Number of Compartments: Waters nl�� ' LIFT STATION LotJ Line Size in gallons: Manufacturer. Foundation f� O J "Pump on" level at: ott" levet at: High water alarm at: Curtain Drain A ' O ' V �l�Jc' Pump Make S Model Electrical Inspections Remarks:_1:115PC� BENCH MARK h �� io Location and Description: To Gone Ia G,a1112 Assumed Elevation: Ft ENGINEER'S SEAL q� 0* J ee r Inspections performed by: ates:1s elf '� M t 2nd Department of Health and Human Services approval 9"; lomee F. 3tawrh4m �� ss\ #1517C eJ, f t Reviewed and approved by: ��• Date: (9Z Y-'-(c7 89` P UEESS,ee'� 724112 M. an„ un... Z o -P 3 PERMIT NO. 990281 A — DIV. 72.2 AS BUILT SEPTIC PLAN A—COI 72.6 B — COI 89.2 A- CO2 N B—0O2 119.3 LOT 1B •I 11, x 34.5' INew � (6' M.) Deep Trench Cpl. Leach Field [W-1 v� 4) -H— O Qi 14 cot `_ col Divartar TH Well Cyt PY1 co W Valve B), Seapaq• Plt' ty O $4 Ex st. 1000 Gal. B i U CQ LOT 13A � co c. ST b, LOT 4A E' PC. — W LOT 4B FFROM-TO DIST. A — DIV. 72.2 B — DIV. 67.7 A—COI 72.6 B — COI 89.2 A- CO2 89.7 B—0O2 119.3 AS BUILT SEPTIC PLAN 1- -100- JAMES SIZEMORE & ASSOCIATES CIVIL ENGINEERS & SURVEYORS Permit No:5\&1 qQ O'9-8 I Page 3 of 3 Municipality of Anchorage 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 Legal Description: OT :j=A0 B L. I R oY 1 _E 5 UR D. PID No 015^ 2.8 Z —2 _9� nau A (P.+. w,) ww n 16.Ws►_ WN itl�i r • f J r nau A (P.+. w,) ww n 16.Ws►_ MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On -Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-665C (907) 343-4744 �•�9.99 �I� a,xl 1 P 1� ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Permit Number. SW990281 Legal Description: THOMAS L BOYLE BLK 1 LT 4A Date Issued: Aug 16, 1999 Expiration Date: Aug 15, 2000 Parcel ID: 015-282-29 Design Engineer. 0027 James Sizemore & Associates Site Address: 011701 CANGE ST Owner Name: Marvin Moe Lot Size: 49500 SQ. FT. Owner Address: PO BOX 112445 Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE. AK 99511-2445 This permit is for the construction of: Q✓ Disposal Field E] Septic Tank ❑ Holding Tank ❑ Privy E] 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 ( I8AAC72) and Drinking Water Regulations ( I SAAC80 ). 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 Issued Date: ?—` " / LOT 13A �•1 Propo: . (6' E: Repl. D,—varier valve Co 6q, Seepage Pit 4,st. 1000 Gal. c. ST �— LOT 1B ;ed 11' by 32' f.) Deep Trench / Leach Field- Y LOT 4A LOT 4 all ,a,BBr..«a; 1 JAMES SIZEMORE & ASSOCIATES :�.eee•ee.••• LOT 4A, BL .1, BOYLE SUBD e °O..fEs j «'w PROPOSED SEPTIC SYSTEM UPGRADE SITE PLAN Scale : 1 in. - 100 ft. Drawn By: Date : Auq. 7, 1999 Chkd. By: Grid : 2734 WASTEWATER DISPOSAL SYSTEM LOT 4A, BLOCK 1, BOYLE SUBDIVISION 1.0 GENERAL 1.1 The scope of this project consists of inspection of the existing I000gallon Septic Tank by exposing the tank & visually checking the exterior for leaks. The baffles in the tank shall also be checked to see that they are in place and working properly. A "Bull Run Diverter Valve shall then be installed between the concrete septic tank and the existing seepage pit. A new 4 inch drain line shall be run from the diverter valve to the new leach field. 2" rigid direct burial insulation shall be placed over the drain where it runs under the driveway. A new deep trench absorption field 32 ft. long by 11 ft. deep (6ft. effective depth) and a backhoe bucket wide shall be constructed North of the driveway as shown on the Site Plan. 1.2 Construction shall be in accordance with: (A) The approved site plan and design drawings and specifications, (B) Municipality of Anchorage permit with any special provisions or conditions. Deviations from the approved design drawings shall be coordinated and approved by the engineer conducting the inspections. 1.3 All construction procedures and material used to construct the system shall comply with Municipal and State Regulations. 1.4 The homeowner shall be responsible for finish grading and seeding disturbed areas after the system is constructed and soil is compacted and mounded over the absorption trench and the Septic Tank. 2.0 SUBSURFACE DISPOSAL FIELD 2.1 The subsurface disposal field shall consist of a deep trench, 32 feet long, one backhoe bucket width wide, by 11 feet deep, with 6.0 feet of sewer rock beneath the perforated pipe (the effective depth of the trench). 2.2 A total of 6.5 ft. of sewer rock shall be placed after trench excavation. Five feet of rock shall be beneath the drain pipe in the trench. A minimum of 2 inches of sewer rock shall be placed over the perforated pipe. 2.3 Sewer rock shall be 0.5 — 2.5" screened gravel with less than 3 % passing the #200 sieve. 2.4 Cleanout pipes and monitor tubes shall be 4" diameter. There shall be a cleanout at both ends of the trench. The monitor tube shall be at the North end of the trench. The portion of the monitor tube extending through the sewer rock shall be perforated. A double cleanout shall also be placed between the diverter valve and the trench. One closest to the tank shall clean to the trench and the one closest to the trench shall clean to the tank. All cleanouts and monitor tubes shall have waterproof caps. 2.5 Filter fabric shall be placed over the sewer rock, and a minimum of 3 foot of backfill shall cover the rock. 3.0 ENGINEERING INSPECTIONS 3.1 A minimum of four engineering inspections will be required during construction of the system. One during the exposure & inspection of the existing concrete septic'tank is set, one after excavation of the trench prior to placement of sewer rock, one after placement of sewer rock and all distribution piping, cleanouts and monitoring tubes are in place. The final inspection shall fie after the filter fa%ric is placed , the trench backfilled and the final grading is, complete. 3.2 The contractor shall coordinate with the engineer at least 24 hours prior to start of construction. PROBABLE IMPACTS TO ADJACENT PROPERTIES A) WELLS The proposed wastewater disposal system is designed in accordance with current Municipal Wastewater Disposal Regulations. The proposed 1 I' deep x 32' long deep trench absorption field is greater than 100 ft. from wells on this and surrounding lots. There is room for a replacement system on this lot. Therefore, there should be no adverse impacts on wells from this system. The construction of this replacement absorption system will not preclude construction of systems on adjoining lots. B) WASTEWATER SYSTEMS The system is designed in accordance with current Municipal Regulations, and construction will comply with current regulations. There should be no adverse impact of adjacent disposal systems. C) RESERVED SPACE/SURFACE AND SUBSURFACE There is adequate space on the lot for a replacement disposal system, and still maintain the protective radiuses around wells. The placement of the septic system on this lot should not preclude building replacement systems on adjacent lots. D) DRAINAGE The topography on this lot and the surrounding lots is sloping varying from 5 %to 10 %. The area disturbed during construction of the system will be graded to prevent ponding of water. Construction of this system should not adversely affect drainage. 5&�0f-i Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST PERFORMED FOR: _ --it j�V Q iY �C / v"n t r DATE F LEGAL DESCRIPTION: L— 44 f/f %7!JK /Oim ! CL i-yf Township, Range, Section:T 2- 3- 4- 5- 6- 7- 8- 10- 11 345681011 12- 13- 14- 15- 16- 17- is 213 14 15161718 19 20 COMMENTS or9asJfG�.izc+� s �/yam 5r/5W 4�7'pf?d T4112 WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT L DEPTH? O P E Oto to Wrier lllter Monilming? �Oric v (ENGINEER'S SEAL) PERCOLATION RATE (mmutevmth) PERC MOLE DIAMETER (o TEST RUN BETWEEN FT AND r7 FT PERFORMED BY: �� (Gl _ ���ERTIFY TTHA—T THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELIN SIN EFFECT ON T IS DATE. DATE: �1 ==e2 72-008 (Rev. 4/85)ST, �(� L3il�� �>rR.fJi�9� � ■ � � ori cr..r.� �� �� ��I� PERCOLATION RATE (mmutevmth) PERC MOLE DIAMETER (o TEST RUN BETWEEN FT AND r7 FT PERFORMED BY: �� (Gl _ ���ERTIFY TTHA—T THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELIN SIN EFFECT ON T IS DATE. DATE: �1 ==e2 72-008 (Rev. 4/85)ST, �(� NAME GRE �'ER ANCHORAGE AREA BO"' ,JGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM ADDRESS II -L' L`--cic `:>- LEGAL DESCRIPTION SEPTIC TANK: i� Ct/.ev DISTANCE�1c NUMBER OF FROM WELI.,/MANUFACTURER MATERIACn/1,J( CTF COMPARTMENTS ' INSIDE LENGTH — INSIDE WIDTH LIQUID DEPTH I IQUID CAPACITY 122 2 GALLONS. r 7 SEEPAGE PIT: 1 NUMBER OF PITS DIAMETER OR WIDTH , LENGTH.E, /DEPTH LINING MATERIAL3 61' 031" 818 SIZE: DIAMETERDEPTH_L_ DISTANCE FROM: WEL /iC'tS G.cy. , 4 TOTAL EFFECTIVE � BUILDING FOUNDATION / NEAREST LOT LINE 2D . ABSORPTION AREA (WALL AREA) O SQ. FT. ADDITIONAL ABSORPTION WELL; TYPE ;J ' CONSTRUCTION BUILDING NEAREST FOUNDATION LOT LINE CESSPOOL , OTHER SOURCES NEAREST SEWER LINE DEPTH SEPTIC /r(' TANK t 6YP Q DISTANCE FROM: SEEPAGE ICC ' - SYSTEM ocl a""Prtl , APPROVED DISAPPROVED � REMARKS_L/n DISTANCES: INSTALLED BY - PIPE MATERIAL: I!<77 1 l 4.L. LOT SLOPE: REMARKS:'C'1_ /dF 7- 1r�.9L[Cn o-2 12LIES Form No. EQ -031 DIAGRAM OF SYSTEM l oT L I NE I 'L 206* Aj fAm �J 311 zl'� pe❑ :r 1 5�� 31 C Pyr APPR G.A.A.B. GREATER ANCHORAGE AREA BOROUGH �'• j'• � DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO. Qpdp•IIIII�I�� III1p�J 2130 "t" STREET ANCHORAGE, ALASKA 99707 �i,9lnl�ll�r TELEPHONE 274.4361 SEWAGE DISPOSAL SYSTEM APPLICATION AND PERMIT 1 sv n _ rry, NAME OF APPLICANT Mlk' ""11th A �AD� MAILING ADDRESS 0• •gO� `-' I PHONE 3w 3S/S INSTALLATION LOCATION ^µ �0 4f �o- LEGAL DESCRIPTION INSTALLATION OF: SEPTIC TANK /QU0 R SEEPAGE PIT /oK(rt X� DRAIN FIELD OTHER TYPE AND S1ZE OF FACILITY TO BE SERVED Q FINANCED THROUGH TO BE INSTALLED BY SOIL TEST REFuITs NOTE, THIS PERMIT 13 NOT VALID WITHOUT SOIL TEST 1 O-k�- COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE RE UIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE I aOV TYPE SEEPAGE AREA SIZE ia,ria x TYPE MINIMUM DISTANCES. REQUIREMENTS s I FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT / DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL (S 1 SEPTIC TANK - 31 SEEPAGE PIT latZNI DRAIN FIELD TO NEAREST LOT LINE. I WELL TO SEPTIC TANK /p6 SEEPAGE PIT / OCl ( DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD SEPTIC TANK, SEEPAGE PIT DRAIN FIELD TO RIVER. LAKE. STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION S 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 BOROUGH REGULATIONS REGARDING INSTALLATION. C G.A.A.S. OR LICENSED DESIGNER DIAGRAM OF SYSTEM 1 CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. /1'1%/1'1%7 _ I ' f DATE���/�- /g — APPLICANT'S SIGNATURE FORM NO. E0-014 0 MUNICIPALITY OF ANCHORAGE • DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On -Site Services Section go P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 C. - CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING' •'�::.:r ,'>;:__ ,. .._.. //_fi�n Parcel l.D.rY ��C✓-= Z -8Z^ HAAkClritln'itn w 1. GENERAL INFORMATION Complete legal description (_ OT¢�. 8L 1 Bt�Y Lam. S c -/S D5 Z/ _..- -r_ T 12 iV. R -2)� Location (site address or directions) Unless otherwise. requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3 3...: ---TYPE OF: WATER SUPPLY: individual'well •Community well "• : Y::,�-:: :'!-S :Public water community well system, provide written confirmation from State ADEC attest- =` -• ,"Ing to the legality and status of system. 4. 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. 72475)R«.1/91) F, MOAN21 1"n•'>'•:r.r .meati.. .tiM Property owner I : M s r1y:�I 141 Day phone 345— 'M M ailing address• "' Lendin agency 9, ' " �' Day phone Mailing address Agent Day phone Address _ Unless otherwise. requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3 3...: ---TYPE OF: WATER SUPPLY: individual'well •Community well "• : Y::,�-:: :'!-S :Public water community well system, provide written confirmation from State ADEC attest- =` -• ,"Ing to the legality and status of system. 4. 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. 72475)R«.1/91) F, MOAN21 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, l 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 furtherverify 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 disp'osal system is in compliance with all Municipal and State codes, ordinances, and regulations In effect on the date of this inspection. _ - Name of Firm ilaiyi�s' S! '.�f� i5 oner Address z --Engineer's signature– - Date _ 6. By: DHHS SIGNATURE" Approved for L T A bedrooms. ' Disapproved:– Conditional approval for bedrooms, with the following stipulations: A Additional Comments – — Date 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 courtesyto 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 engineers work. rj.= w.•• uv+r 8. Mon m RECEIVED Municipality of Anchorage AUG 23 1999 DEPARTMENT OF HEALTH & HUMAN SERVICE$WNrjpAUTypF Environmental Services Division ENy WKYAWALS 825 L Street, Room 502 • Anchorage, Alaska 99501 • (907) 343-4744 Health Authority Approval Checklist Legal Description: L +AA 13 L. • ( 13 is !'LE 't7 L "Be Parcel I.D.: Q I5 "Zce Z. A. WELL DATA Well type r rI V,5 -fe- If A. B, or C, attach ADEC letter. ADEC water system number Log present (YM) Total depth Date completed /?7-3 Cased to > 50 " Casing height (above ground) Z-, Sanitary seal (Y/N) x Wires properly protected (Y/N) Y Date of test Static water level Well production WATER SAMPLE RESULTS: Coliform Q FROM WELL LOG AT INSPECTION JL -0Y 23'9'7 1001, g.p.m. 3-1 9— p.m- Nitrate 0. S Other bacteria G Date of sample: 75 — 17 Collected by: J . 4J 1 fie- rnx9r7&— B. SEPTIC/HOLDING TANK DATA Data Installed 7-17-- % 3 Tank size 10 OO Number of Compartments L Cleanouts (Y/N)L Foundation cleanout (Y/N) % Depression (Y/N) High water alarm (YM) AJVY_ I Date of Pumping Au 4� Pumper Q C. ABSORPTION FIELD DATA Data Installed _ b —I % — / q Soil rating (g E.dj./ft2 or ft'/bdrm) Z System type I!�'�7� / I�aJ'•t Length �� Wldfh� Gravel thickness below pipe G • (D Total depth /D -D Effective absorption area 4 r4• u r Mon' ring Tube present (YIN)-Y—Depression over field (YIN) AJ Date of adequacy test ' 9 Results (Pass/Fall) For 3 bedrooms Fluid depth In absorption field before test (in.); Immediately after_ gal. water added (in.): _ Fluid depth (ins) Minutes Iater. Absorption rate = a.p.d. Peroxide treatment (past 12 months) (Y/N) If yes, give date 72-028 (Rev. 3x88)• D. LIFT STATION Date installed Manhole/Access (Y/N) High water alael aY _ Cycles tested E. SEPARATION DISTANCES Size in gallons "Pump on" level at' 'Datum SEPARATION DISTANCES FROM WELL ON LOT TO: "Pump otr level at' Septic/holding tank on lot 10 Z r On adjacent lots 1 © 0 / Absorption field on lot IIS On adjacent lots 7 % Q (5 Public sewer main A/ /�Public sewer manhole/deanout AVA Sewer /septic service line 4c' C f) Lit station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: r r Foundation e 7/ Properly line 7 O Absorption field I Water mairdservice line qr7 -(+-)Surface water/drainage 44&-- Wells on adjacent lots I OO SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line j Z r Building foundation 7,o Water main/service line i O© Surface water None Driveway, parldngtvehide storage area Curtain drain N o h E:- Wells on adjacent lots , 100 F. ENGINEER'S CERTIFICATION I cer* That I have determined thru Held Inspections and review of Municipal in conform=,e�7 HAA idetin es in effect on this date. Signature Engineer's Name J ak72F f2 Data A HAA Fee $ - ' 6-D Date of Payment Receipt Number 72-028 (Rev. 3198)" Waiver Fee $ Date of Payment Receipt Number 4w■a4 900 ers»a I1YY"li'Y• YI •JO y'v v c ❑tvircn sin. Y.;7la T -OTT P.0/03 F-Ii0 4 1 CT&C Environmental Services Inc. rrrrrrrrrrrrrrrrrr� CTI F Ref.# Client Name Prcjc%t Name/r Client Sample ID hlatrix Ordered By P1SS1D 994201001 Jame% Siuma[e & Associates NIA LiA B1 Boyle Subd Drinking Water t7 Client PON Printed Date/Time 08/20/99 12:03 Collected Date/Time 08/17/99 11:10 Received Date/Time 08/17/99 1245 Technical Director. Stephen C. Ede Released By atlo..aole Prep Analysis P.raraeter xes�l[s P0� traits method Limits Date Date Ini[ TOW Coliform 0 col/100mt Sv118 9222a 08/17/99 �Dr xltrate •x 0.500 u 0.500 nit EPA 300.0 40 ma. 08/17/99 08/17/99 Sit.