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Home My WebLink AboutGREAT LAND ESTATES #3 BLK 4 LT 4Great Land Estates #3 Block 4 Lot 4 #051-133-18 Municipality of Anchorage Development Services Department e Building Safety Divislon On -Site Water and Wastewater Program, 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 Page of www.d.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SWO80148 PID Number. 051-133-18 Spinell Homes, Inc. Wastewater System: R] New ❑ Upgrade 1900 W. Northern Lts. Blvd., Ste. 200 Anchorage, AK 99517 ABSORPTION FIELD 344-5678 N,~ of B*~,s 4 0 Dasp T m Shalt Tmnrm O Bea O Mara 13 Omar LEGAL DESCRIPTION SetlRaa 1.0 T" Cali xittiw?nrVada 5 Gp " n. 131= La 4 Sudameam Doom to pp 0ooan nom onpvW Veae Gm deem w m P" Greatland Estates #3 1 4 Ft. a Taw,antp. Range Semen: Fe saoa0 soora agar gape Gro LMgm 2-2.5 Ft. 60 Ft. Well: Q New ❑ Upgrade 1 ura w, amen 5 FL Ft CMeamaean (Pinata. A e. C) Tar DaFth. Caaaa r'. Tar attsw"w "a Ppe Mrerimi Private 400 Ft, 42 Ft 600 Fe ASTM D3034 PVC Omar Date Dnad. Six water Lew Imtrer. Dau 1,taWW. Sullivan Water Wells 8/20/08 1 98 FL Pisano's Dirtworks 8/18-222008 TrM. Pure scar390 Camp nape Looe Groua. TANK 30 GpM Ft. 2 Ft- L SEPARATION DISTANCES SEPARATION ❑ Septic ❑ Holding RI S.T.E.P. ❑ Other: To Septic Absorption Lift Holding lubicrPirtrate • ac. q From Tank Field Station Tank Sewer une Anchorage Tank 1,500 Gr. Malerw, Nuroar a coap�. well >100' >100' >100' N/A >25' Sleet/STEP Three (3) swt wrar >too, >100' >100' N/A LIFT STATION Lalme >5' >10' >5' N/A 250 Gr Anchorage Tank/Orenco 'Pune dn' Mtw M. 'Pump ar Mw at Npn water rum at Feu w >5' >10' >5' N/A 42 it, 42 N 44 n Puny Mw a Mode Eiect Inepacoae pedalled M caua 0n None Noted OSI P2005-11 Allied Alaska Electrical BENCH MARK Loramn ra Daaapean. Finished Floor. wvawn. 100.0 FL � h T. Kimbrou M 8/18/08 Inspections performed by: 9 Dates: 1 D �� 6444 ♦,`( �F A V e**asal•,9��+� ,, Development Services Department Approval 49xti 1k ; N aeN Na Conditional Approval Date: 1 1.1.. aaa 1..• FF°,'•MIOfAM E ANDERSON : � v ♦"�•. CE -4981 .�r'�� D f.Av-� gF.,B -is: 6.0 and approved by: Date:8 -I_q- �A �Reviewed � m ��. � z � .o •'E,�npp� c ii 11� ffi � yI� r �{ 11 � �.�II r�, •� S O : j •••• ,�,1pyc�Ya c A i Y" moi' �4r i O > 3 0 CD O / / o m m D oti o z / m 7 :rz6 N O / �cn Mme. rs 0% bdo` / o C 8 \ 1p a)mw H i 4�ti: � i G7 rn m / ZJ to ce Z O Z i.S _ .p m S % 20' DRNINOE k GW EStlI, I (7 _C%% p 11 OT28'3et 17247' C Z z OCDm O D W O N O_ O leN W W CO Permit Number: SW080148 TBM = Municipality of Anchorage Page 3 of 3 DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report PID No. 051-133-18 Finished Grade _ _ Original Ground E II Drainfeld Rock 93.1—I II 60' (Trench Length) 83.5 Groundwater C 9' PROFILE AS -BUILT No Scale 89.05 now /0004 /,�r�ed August 6, 2009 Anderson Engineering Attn: Mike Anderson P.O. Boz 240773 Anchorage, AK 99524 ELECTRICAL CONTRA CTING 'IG.'.: FAX: (907) 677-7766 Subject: Lift Station Inspections at property stated below. This letter is to confirm that the lift station(s) at: • Lot 4, Block 4 — Greatland was wired by a licensed Journeyman Electrician in accordance with the National Electric Code requirements. If you would like any further information, please feel free to call our office at the numbers listed below. Sincerely, ALLIED ALASKA ELECTRIC, L.L.C. L. Brown, inR Member/Owner cc: file P.O. BOX 8763/0, iPoafllo, A14Ska 99687 (9O7) 3733893 afc f (907) 373-3894faz Certitieb Ortiling Log by COC co. db, SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 -TELEPHONE 688-2759 OWNER OF LAND: S–&/—L) Ci LEGAL DESCRIPTION: (,l1t�TGri•Jtl �j% iK 4 Zz T4 DATE. __E4 Cla PERMIT NU1MB9R: J/4 Date of IssueZ-2j- TAX IDENTIFICATION NUMBER: 45 Is well located at approved permit location? Method of Drilling: Depth of welt: 4E� Casing Type 2 nr'c. Wall Thicknessyl S D ir.& rr Diameter_ inches, depth. 4 V1 f, Liner Type: _- i )0 ctiC Casing Stickup Above Ground: evZ is Static Water Level: / 7� ft Recover Rate: q D III* Method of Testing: Well Intake Opening Type: U Perforations Start—fee t Stopped Grout Type -/,?E .: —,s C—ri, e Depth: from D feet, to Ll Z fe Well Disinfected Upon Compfetion? Methodof Disinfection: - 0dt0A1r.v.LL ZAO, ✓j �'7Cd.Q2r•�G C�r�ti� �3�•91�c.c 6-447' 13.=.). 4,1r,< 46,e -( c'tq"'V 4(c .pN� Driller's Name I� O LZ 'S ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality Of Anchorage- Department of Health & Human Services and/or Department o! Environmental Conservation. MatSu Borough: III of Environmental Conservation. ■ ■ ■ M �__ Q- :_ Development Services Department Building Safety Division On -Site Water &Wastewater Program B 4700 ragaw, Street ; P.O. Box 196650 Mark Begich Anchorage, AK 99519.6650 ` Mayor w•.w muni oro /onpl, 190Tj 343-7904 Pump Installation Log Well Drilling, Permit Number: SW_ Date of Issue: Parcel Identification Number: C61" �r�$ Legal Description R 1 SK lot q s �, Property Owner Name & Address: }7 r� Y Gy ct D/`:) jS,q t,,O Pump tilz1L�, Pump Intake Depth Below Top of Well Casing:3I() feet Pump Manufacturer's Name: - (•-[,1.It��' Pump Model: 160 -�3 `C C tut [ V,g Pump Size 1 hp Pitless Adapter Burial Depth: I I feet Pitless Adapter Manufacturer's Name: Pitless Adapter Installer: P 1 S c•_ V.0 Well Disinfected Upon Completion? N111yes ❑ No Method of Disinfection: Comments: Pump Installer Name: tLve h S JG(Zi—Sp tl�_ A, Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. MUNICIPALITY OF ANCHORAGE , Development Services Department �J 0 On -Site Water d Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM ) WATER SUPPLY PERMIT Initial Permit Number: SWO80148 Date Issued: Jul 29, 2008 Expiration Date: Jul 29, 2009 Parcel ID: 051-133-18 Legal Description: GREAT LAND ESTATES #3 BLOCK 4 LOT 4 Design Engineer: 0014 ANDERSON ENGINEERING Site Address: 19758 UPPER GREATLAND DRIVE Owner Name: SPINELL HOMES, INC. Lot Size: 72310 SO. FT. Owner Address: 1900 W. NORTHERN LIGHTS BLVD #2C Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99517 - This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy All construction must be in accordance with: 1. The attached approved design. ❑✓ Private Well ❑ Water Storage 2. All requirements specked 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 DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 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. � . - ill • . Date:-�� G� Municipality of Anchorage Development Services Department Building Safety Division _ On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. 051-133-18 Property owner(s) Spinell Homes, Inc. Day phone 344-5678 Mailing address 1900 W. Northern Lights Blvdl. Ste. 200 Anch., AK Zip Code 99517 Site address 19758 Upper Greatland Drive Chugiak, AK Zip Code 99567 Legal description (Sub'd., Block & Lot) Lot 4, Block 4, Great Land Estates Subdivision No. 3 Legal description (Township, Range & Section) Lot Size 72.310 Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field El Septic Tank (] Holding Tank ❑ Privy ❑ Private Well [] Water Storage n Number of Bedrooms Four (4) THIS APPLICATION IS AN: Initial Q Upgrade ❑ Renewal ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: Waiver Fees: Date of Payment: 1-1 a�i`ICK Date of Payment: Receipt Number. 5 - S I D Receipt Number. (Rev. 11105) ANDERSON ENGINEERING P.O- BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 FAX MEMORANDUM DATE: July 28, 2008 TO: Jay Crewdson, P.E. FROM: Mike Anderson, P.E. SUBJECT: Lot 4, Block 4, Greatland Estates Subdivision No. 3 Well and Septic System Permit We have modified the septic system design to include a 1,500 gallon STEP Tank to compensate for the lack of groundwater monitoring on the subject project. The absorption trench has been raised to a total depth of 5' below the surface. We will continue to monitor the groundwater into the rainy season and may modify the plan at a later date if conditions allow. ANDERSON ENGINEERING P.O.. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 FAX n? July 22, 2008 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 4, Block 4, Great Land Estates Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of Lot 4, Block 4, Great Land Estates Subdivision No. 3 intends to construct a new four-bedroom home on the lot. We are therefore requesting a permit be issued for the construction of a new well and septic system to accommodate the home. The attached Site Plan and backup documentation identify the location and configuration of the proposed septic system along with the alternate site. No existing wells or septic systems are closer than 100' from the proposed well or septic system. Drainage arrows are shown on the site plan showing the grade and direction of flow on the lot. The drainage pattern will not be changed as a result of this project. The test hole placed on the lot in the area of the absorption trench and alternate site indicated well graded sand and silt (SW) with some gravel. The percolation rate of the soil was determined to be less than 1 minute per inch. No groundwater was found during the placement of the test holes and none was noted during the monitoring period. The test hole was only 11' deep, but holes on adjacent lots do not indicate the presence of bedrock in the area. A second test hole will be placed during construction to verify no bedrock is located on the lot. An application rate of 1.0 gallons per day per square foot was used in the design of the absorption system. We are proposing to place a new 1,500 -gallon STEP tank and a 60' long by 5' wide by 4' effective depth absorption trench to treat and dispose of the effluent generated in the house. The elevation of the distribution line in the absorption trench will be 1' below the surface and the total depth will be 5'. A minimum of 3' of fill or 2" of insulation and 2' of fill will be placed over the absorption trench and 4' over the septic tank. The ground surface on the lot in the area of the absorption trench slopes to the south at a grade approximating 5%. The new trench will be constructed parallel with the slope Lot 4, Block 4, Great Land Estates Subdivision No. 4 July 22, 2008 Page Two as much as possible in conformance with Municipal requirements. The new septic system will be constructed a minimum of 100' from all wells and any surface water and 10' from the proposed and existing water services in the area. If the system is constructed in accordance with our design the following statements apply: 1. 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. 2. 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. 3. The system, if constructed as designed, will have no adverse impact on reserve space, either surface 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. The current drainage pattern will be maintained. Sincerely, Michael E. Anderson, P.E. Attachments G LOT 4, BLOCK 4, GREATLAND ESTATES SUBDIVISION NO. 3 DESIGN FACTORS: SYSTEM REQUIREMENTS: Four Bedroom Home Perc. Rate: LT 1 Min./Inch Application Rate: 1.0 GPD/SF 5' Wide Trench System 1,500 Gallon STEP Tank 4' Drainfield Rock 4 Bedrooms X 150 GPD/1.0 GPD/SF (Application Rate) = 600 SF Absorption Area 600 SF/5 SF/LF(-.5 (Red. Factor) = 60 LF Trench Length THEREFORE: Construct a 60' Long x 5' Wide x 4' Effective Depth Absorption Trench at the Location Shown. Flow Line Elevation in Trench to be 1' Below Original Ground Surface. Total Depth to be 5' Below Existing Ground. Provide 4' Cover Over Septic Tank and 3' Cover Over Absorption Trench or 2" Insulation and 2' of Cover. Maintain 100' Separation from Wells in the Area. A A 4'0" Natural Backfill 9 5' Insulation Geotextile Fabric 1" Perforated PVC (Holes Down) 3/16" Diameter 30 Holes @ 2' Spacing Drainfield Rock TYPICAL 5' WIDE TRENCH SECTION (NO SCALE) 4 04 NOTE: Grade Area Over Trench to Drain Away. Minimum 6' Separation From Bedrock. •..... Minimum 4' Separation From Groundwater. �....; Minimum 100' Separation From Wells in the Area. � Minimum 100' Separation From Surface Water or Streams. 49th No. cea , EAGLE RIVER ENGINEERING 10421 VFW RD. SUITE 201 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 00 SOILS — LOG PERCOLATION TEST 0 s * CE -10387 "°° #;; • c = PERFORMED FOR: DOLLY DUSHKIN DATE PERFORMED 8/22/2006 414l*�Es�= �� LEGAL DESCRIPTION: GREATLAND ESTATES LOT93 LOT 4 BLOCK 4 TOWNSHIP RANGE SECTION T15N.R1W.SEC.10 ornTH TEST HOLE # 1 SLOPE SITE PLAN(NOT TO SCALE) (FEET) 1 Sw •••• SUGHTLY SILTY SAND "."o W/SOME SMALL GRAVEL. 11 12 13 is 15 19 21 :•]ljj ::% BOULDERS WAS GROUND WATER ENCOUNTERED? NO INTERLOCKING BOULDERS WATER TABLE DATA DATE WATER LEVEL 00./22/200(31 NONE PERC TEST RESULTS READING DATE IGROSSTIME NET TIME DROP 1 ff!!!ff!EEr 2 3 PECOLATION RATE WAS FASTER THAN 1 MINUTE PER INCH 4 5 6 7 8 PERCOLATION RATE= rAJ ILK INAN 1 MIN/INCH pERC HOLE DIAMETER" TEST RUN BETWEEN 4 FT AND 5 FT COMMENTSNER APPLICATION RATE OF 1.0 GPC/SCR SOILS LO ED Y: HRI T HER WOOD_ PERCOLATION TEST BY: CHRISTOPHER WOOD CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: hQ vo6 Parcel I.D. Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING 051-133-18 1. GENERAL INFORMATION Complete legal description COSA# 06,2 k1 Expiration Date: I / - I Cl - O Lot 4, Block 4, Greatland Estates Subdivision No. 3 Location (site address) 19758 Upper Greadand Drive Chugiak, AK 99567 Current Property owner(s) Spinell Homes, Inc. Mailing address Lending agency Mailing address Real Estate Agent Mailing Address Day phone 344-5678 1900 W. Northem Lights Boulevard, Suite 200 Anchorage, AK 99517 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: Four (4) 3. TYPE OF WATER SUPPLY: Individual Well❑ Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ Day phone Day phone TYPE OF WASTEWATER DISPOSAL: Individual On-site Q Individual Holding Tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) issues Certificates of Onsite Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Onsite Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of Onsite Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage Is not responsible for errors or omissions in the professional engineer's work. 4. 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, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) 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(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm Anderson Engineering Phone 522-7773 Address P.O. Box 240773 Anchorage, AK 99524 Engineer's Printed Name Michael E. Anderson, P.E. Date 8/612009 OF A4 Itt t;'• 491e��3';9*�' f„ :MprnEC E ANDERSON :%,w 6. DSD SIGNATURE CE-4381Approv Disapproved. for bedrooms. ��i11 � oN ` Conditional approval for bedrooms, with the following stipulations: GSiFRi rT i -nt 0, COSA Checklist X Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other By: Original Certificate Date: (Rev. I IM) Municipality of Anchorage • "' Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: Lot 4, Block 4, Greatland Subdivision No. 3 Parcel ID: 051-133-18 A. WELL DATA Well type. Private Date completed =0/08 Total depth 400 ft, If A, B. or C provide PWSID # _ Sanitary seal (YIN) Y Cased to 42 ft. FROM WELL LOG Date of test 8120108 Static water level .. 98 ft. Well production 30 g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 mL Nitrate 3.87 mg/L Arsenic: NY mg/l Date of sample: 7113/09 B. SEPTICIHOLDING TANK DATA Tank Type/Material STEP/steel Tank size 1,500 gal Number of Compartments Three Foundation cleanout (Y/N) Y. Depression over tank (YM) N Date of pumping New Construction Pumper Well Log (YIN) Y Wires properly protected (YM) Y Casing height (above ground) >24 in. AT INSPECTION i7 Other bacteria 0 colonies/100 mL Collected by: T. Kimbrough Date installed 8/18/08 Cleanouts (YIN) High water alarm (YIN) Y rA C. ABSORPTION FIELD DATA Date installed 8119108 Soil rating (g.p.d.tft2 or ft'/bdrm) LO GPDrSF System type 5' %Mde Trench Length 60 ft. Width 5 ft. Gravel below pipe 4 ft. Total depth 7$ ft. Eff. absorption area 800 ftz Monitoring tube Y Depression over field N Date of adequacy test New Const. Results (Pass/Fail) For bedrooms Fluid depth in absorption field before test in. Water added gal. New depth in. Elapsed Time: min. Final fluid depth in. Absorption rate >= g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) N If yes, give date D. LIFT STATION Date installed 8/19/2008 Size in gallons 250 Manhole/Access (Y/N) Y 'Pump on' level at 42 in. 'Pump off" level at 42 in. High water alarm level at 44 in. Datum Bottom of Tank Cycles tested New Const. Meets alarm & circuit requirements? Y E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: ' Septic tank/lift station on lot >100' On adjacent lots >100' Absorption field on lot >100, On adjacent lots >100' Public sewer main N/A Public sewer manhole/cleanout N/A Sewer/septic service line >25' Holding tank N/A Animal containment areas None Manure/animal excrete storage areas Nona SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation >5' Property line>5_ Absorption field >5' Water main N/A Water service line >10' Surface water >100' Wells on adjacent lots >100' SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line >10' Building foundation >10' Water main >10' Water Service line >10' Surface water >100' Driveway, parkingtvehicle storage >25' Curtain drain None Noted Wells on adjacent lots >100' 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 COSA guidelines in effect on this date. Engineer's Printed Name Michael E. Anderson, P.E. Date 8/9/2009 COSA Fee $ G Date of Payment q - I 0 - D Receipt NumberC) gz!�-o .6-0 (Rev. 11/05) Waiver Fee $ _ Date of Payment Receipt Number, SGS ReEM 1093392001 Client Name Anderson Engineering Project Name/M 4/4 Greatland Client Sample ID Hose Bibb Matrix Drinking Water PrintedDate/fime 07/21/2009 8:47 CollectedDate/Iime 07/132009 8:30 Received Date/ hric 07/132009 9:35 Technical Director Stephen C. Ede Sample Remarks: Allowable Prep Analysis Parameter Results PQL Units Method Container ID Limits Date Date Init Metals by SCP/M9 Arsenic ND 5.00 ug/L EP200.8 C (<10) 07/16/09 07/17/09 NRB Waters Department Total Nitrate/Nitrite-N 3.87 0.100 mg/L SM204500NO3-F B (<10) 07/13/09 LCE Microbiology Laboratory Colony Count 0 coVIOOmL SM20922211 A (<200) 07/13/09 DLC TotalColifixm 0 coU100ml. SM209222D A (<I) 07/13/09 DLC Fecal Coliform 0 eoVIOOmL S\(209222B A (<I) 07/13/09 DLC n O Z F— •••' i Q�'�P••• • • v • � 4•# c . . • ■ z • ^ :� comU rte: •a j W 0 N .Q w m¢ oF_ Sw -14-� ZD v l6o �- s=, 01, w o N L/Lr� CD �1 b") `C ^, / v of x U Z Q toN x 0 �j ti 0 d - I I 1WS3 Ano $ 30bNIyaO ,OZ 1 _ / W / / O/ / '50 / / / / / I /J / / / / / / / Gf, Q _ti3y N W N F Q ~ F w Z a o wo a o C) W Z U W� O Z Z O Z H a> z 3:: < z -i a a o=- (=n <W ZU0o0U U N D¢ 2 Q=m O O Z F F j