HomeMy WebLinkAboutOUR MOUNTAIN BLK 1 LT 10A 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: '-~l~//~'oFO~'~c~ PID Number:_ N~: ~A~L D~L& Wastewater System: ~ New D Upgrade Address: ~ 770~/~ ~,.~ ~. ~ ~577 ABSORPTION FIELD Phone: ~¢¢,57¢7 No. of rooms: ~ Deep Trench ~ShallowTrench ~BeO DMou,O ~Other LEGAL DESCRIPTION SoilRating: /.O GPD/Sq. Ft. Total Depth from~i~inal grade: ~ot: /~ Block: [ ~SubdivBi°n:~¢¢~ Depth to pipe bottom fro~riginalgrade: Ft. Gravel depth b~ath pipe Ft. Township: ~ [ Range: ~ Section: Fill added above ordinal ~ad~: Gravel length: ~ ~ ~ [~ Ft. Ft. I WELL: ~ New ~ Upgrade Gravel width: ~- [ Numberer lines: Distance belween lines: Ft. ~ F. ~lassificati°n~(Private' A.B.C): Total~Depth: ~Ft. Case~ / Ft. Total absorption area~ ~ ~SQ. Ft./ ~-~P~e materiah~,~ Yield: Pump Set at: Casing Height Able Ground: ~ GPM ~¢~ ¢¢~ Ft. 9 Ft. TANK SEPARATION DISTANCES ~Septic ~ Holding ~ S.T.E.P. To Septic Absorplion Lift Holding =ubllc/Pdvate Manuf~turer: ~ Capacity in~ Fro~ Tank Field Station Tank Sewer Lines ~/~ ~ - Well- )00~ (~ ~ % ~ Material: 37~ Number of Com~tment;: Size in Manufacturer: Line [ ¢ 4 [~ "Pum~ on" level at: I at: High water alarm at: Foundation ~ Cu~ainDrain ~/~¢~ ~¢~ .~~ Remarks: BENCH ~ARK Location and Descr' lion: ] Assumed Elevation: inspections performed by: S & S ~Nel.,.m.e Dates: lsl )0-2 -¢¢ ' 0 ~ ~- ~ '-~ ~ ~ ~ ROBERT . [a~.Riwr,~l~a 99577 _ . '~ .~. '~, ~'.. Department of ~emtn aha ~uman ~erwces approvm ,~,,'~z? ........ ,'~,z;' Reviewed and approved by: ~~ C., ~ Date: /o./~.9~ ~.2,~<%~.o ..~.. ' I 7~-013 (Rev. 9/91) MOA 25 PERMIT NO. SW960262 PAGE 2 OF 2 Nunicip.~ti~cV oF Anchor~qe DEPARTIVlENT OF HEALTH AND HUP~AN SERVICES ENVIRONMENTAL SERVICES DIVISION P,D. Box 196650 ·Anchorage, 6L~sRc 99519-6650 · Telephone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT IOA, BLOCK 1, OUR MOUNTAIN S/D P.I.D. NO. 051--111--68 ~.o 65, o' 22.5' 63.5' IDBL21 24.0'/ 63.0' IST1 I 25.0' / 63.5' IST21 33.5'/ 64.0' IDRI31 35.5' / 64.5' I STI ST2 NEW ~ 1250 GAL SEPTIC .6' TANK I FINAL NEW ALT. SITE~.......~ // / / / / / / / f NEW 5 BDRM HOUSE MT CO CO1 = 97.9' ~/~C02 = 99.0' MT1 = 88,3' NO WATER FOUND 82.3' B.0.H. CO1 = 92.4' C02 = 92.3' 1 250 GAL. SEPTIC TANK 1" = 40' C. CowAN CE - 8801 $EP--29--97 MON 15:06 DISOTELL. CONST. E.R. REAL P. 01 SULLIYAN-WATER WELLS ~ .... P.O. BOX:67~272', CHUGIAK, ALASKA I)g~6~ · ~ELEPHON'E PERM~ NUMBER KIND OF CASING ~ ..... . ..... "~ ...... FORMATIgN: I R'E C E'I VE'D '.:.'" OCl' 2 1997 Municipality 'of Angiqorage Dept. Health & Human Berviees DRILLER'S NAME __. l, -' .:: 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:SW960262 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:CUSACK MIKE OWNER ADDRESS:P.O. BOX 770210 EAGLE RIVER, AK 99577 PARCEL ID:05111168 PAGE 1 OF 1 DATE ISSUED: 8/21/96 LEGAL DESCRIPTION: OUR MOUNTAIN BLK 1 LT 10A LOT SIZE: 43605 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 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: ~ // RECEIVED BY: ~~~/'~~ ISSUED B ~//~2~{~ IT///~6~/ / Y"~L ~/P~<~'~ ---~ DATE: DATE: ROBERTC. COWAN, RE. ROBERT A. SHAFER, P.E. August 13, 1996 CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION WELL INSPECTION & Ft OW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL & MECI'IANICAL INSPECTIONS WASTEWATER DISPOSAL SYSTEM DESIGN MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 10A, Block 1, Our Mountain S/D Request you issue a permit %o drill a well and ins%all a septic system %o serve %he proposed four bedroom house on referenced property. A test hole was excavated and a particle-size distribution test performed. Even though only 49% passed the #4 seive, it is our understanding that this seive analysis is acceptable due to 10% passing the I~100 seive. The approximate location of the test hole is located on the attached site plan. ~ ?'1~ At the time of excavation no water was encountered in the test hole and after seven day ground water monitoring, the monitoring tube was found to be dry. This property has enough area for a future septic upgrade which can be seen on the attached site plan. We do not anticipate any adverse effects on neighboring wells, septic systems or drainage patterns by the installation of the proposed septic system. If you require additional information, please contact us. Sincerely, RCC/gk P.E. Enclosure 17034 NORTH EAGLE RIVER LOOP ' SUITE 204 · EAGLE RIVER, ALASKA 99577 / / o~< / ~3SOdOSd / NOIS3Q NVqd 3ils ,09 = ,,L z / / / Municipality OI Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION:~ ¢~ /¢~ ~ZO¢/~ // 0¢~ Township, Range, Section: / ~ ~¢~¢~ ~W SLOPE SITE PLAN ~? ~M/~/~~ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O ~AS ~RO~D W~TER ENCOUNTERED? /4/O DEPTH? p E OepB to Waer After ~ Moniloring? //j/~ ~/ Dale: Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE ~' // (mmutes/~nch) PERC HOLE DIAMETER TEST RUN BETWEEN ~' FT AND ~ FT 72-008 (Rev. 4/85) ROBERTC. COWAN, RE. ROBERT A. SHAFER, RE. HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL [EST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ONSITE WASTEWAFER DISPOSAL SYSTEM DESIGN ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 REFERENCE: Lot 10A, Block 1, Our Mountain S/D August 13, 1996 GENERAL: 1. The scope of this project includes the installation of a 1250 gallon septic tank and a leachfield trench to serve the proposed four bedroom residence located on the referenced property. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewa'te~ Disposal Regulations. The contractor shall be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. SEPTIC TANK INSTALLATION: A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. Ail standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER, ALASKA 99577 Page Two Lot 10A, Block 1, Our Mountain S/D August 13, 1996 Septic tanks installed with less than 4 ft. of cover shall be insulated. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DRAINFIELD INST~,LATION: Excavate the proposed trench to the dimensions shown on 'the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed-up) before grave]. (sewer rock) placement. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade~ The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. Page Three Lot 10Al Block 1, Our Mountain S/D August 13, 1996 Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over 'the trench must be mounded to prevent the formation of a depression after settling. MINIMUM MATERIAL SPECIFICATIONS: Any septic tank proposed for installation must be constructed by a Municipally approved septic tank manufacturer. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pipe Perforated Solid Cast Iron ASTM D3034 (PVC) ASTM F810 (HDPE) ASTM D2662 (ABS) Yes Yes Yes Yes Yes No Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield grave], layer and the native soil backfill. Ail leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. When sand is being used as a filter material, its gradation specifications must conform to current M.0.A. or D.E.C. requirements. Page Four Lot 10A, Block 1, Our Mountain S/D August 13, 1996 INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of 'the wastewater disposal system. These inspections will occur as follows: The first inspection must be conducted after the excavation of ditches, pits, 'trenches, or beds and before 'the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill° The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre-construction meeting will 'take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and 'the M.O.A. Page Five Lot 10A, Block 1, Our Mountain S/D August 13, 1996 S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER A Division of I~DWL, Incorporated S & S Engineering 17034 Eagle River Loop #204 Eagle River, Alaska 99577 Attention: Mr. John Franklit~ AASHTO ACCREDITED CONSTRUCTION MATERIALS TESTING LABORATORY W.O.#A26927 July 26, 1996 Subject: Particie-Siz¢ ,'-knalysis Whaley #5 Subdivision Dear Mt'. Franklin: The particle-size distribution of your soil was measured in the laboratory, q'he published methods l'or this test are: · ASTM C 117, "Material Finer Than 75-[tm (No. 200) Sieve in Mineral Aggregates by Washing;" ASTM C 136, "Sieve Analysis of Fine and Coarse Aggregates:" ASTM D 422, "Pm'ticle Size-Analysis of Soils:" · AASHTO T-l I, "Material Finer Than 75-pm Sieve in Mineral Aggregates:" · AASIqTO T-27, "Sieve Analysis of Fine and Coarse Aggregates;" · AASI-ITO T-30, "Mechanical Analysis of Extracted Aggregatc;" · AASI ITO T-88, "Particle Size Analysis of Soils;" and · AK DOT/PF ATM T-7, "Sieve Analysis of Fine and Coarse Aggregates." Alaska Testlab's staudard procedure is in conformance with these standards, with the £ollowing descriptions: · Tile coarse fi'action of non-extracted soils is not washed unless the coarse particles appear to be significantly coated with fines; · Tile fine fi'action of thc soil is a/t~,rO;S washed; · Tile plus 3-inch fi'action is not routinely included in thc tcst due lo the iatge sample mass required roi' a representative sample; The estimated percentage of'plus 3 inch material in the sample is shown on the test report; and * Tile mass of the coarse and fine test fi'actions are reported. The soil is classified in accordance with ASTM D 2487, "Classification oF Soils for Engineering Purposes (Unified Soil Classification System)." The frost classification is identified in accordance with Corps of Engineers and Municipality of Anchorage (MOA) procedures. The test results are attached. If you have any questions regarding thc test procedures or the results, please call. Sincerely, ALASKA TESTLAB Iloward K. Weston, Technical Director O Percent Passing by Weight O O O O © O CD //16 No. 20 #30 No. 40 //5{I No. 60 #80 No.10 No.200 ROBERT C. COWAN, RE. ROBERTA. SHAFER, P.E. HEAL'rH AUTHORITY APPROVALS SEWER & WATER N~IN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES ANDREPORTS WELL INSPECTION & FLOWTEST SITE PLANS ROAO DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSAL SYSTEM DESIGN CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 RECEIVED Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L Street P.O. Box 196650 Anchorage, Alaska 99519-6650 OCT 8 1996 MUm(;,~'~ahty ~.~i Anchorage ()apt. Health & Human Services The septic inspections for the referenced property were performed on io-'Z-,/G and jc-q..q~ . Prior to submitting the On-site Wastewater Disposal System and/or Well Inspection Report we are waiting for the Fou~OaTl~~ to be completed. If we may be of further service please contact us. Sincerely, Robert C. Cowan, P.E. 17034 NORTH EAGLE RIVER LOOP · SUITE 204 . EAGLE RIVER, ALASKA 99577 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 Parcel I.D. # CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING HAA# 1. GENERAL INFORMATION Complete legal description Lot IOA; Block 1; Our Mountain Subdivision Location (site address or directions) Propedy owner 'Carl Disotell Mailing address P.o.' Box 770210 NHN Ski RD. Chuqiak, AK Day phone Eaqle River, AK 99577 694-5797 Lending agency .Mailing address Agent Add ress Day phone Day phone Un/ess otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: 3 TYPE OF WATER SUPPLY: Individual well xxx Community well Public water NOTE: If community 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. XXX 72-025 (Rev. 1/91) Front MOA #21 '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 Address Engineer's signature $ & S ENGINEERING 17034 Eagle River Loop Road No. 2U4 Eaaie River, Alaska 99577 Phone Date lo/ DHHS SIGNATURE Approved for Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: Additional Comments By: 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 engineeYs work. 72-025 IRev. 1/91) Back MOA #21 I~NVIROh~ENfAL SERVICES DI¥,I$10N Municipality of Anchorage OCT 2 DEPARTMENT OF HEALTH & HUMAN SERVICES ~ ~ C ]~ Environmental Services Division 825 L Street, Room 502 · Anchorage, Alaska 99501 · (907) 343-4744 Legal Description: Lo~- A. WELL DATA Well type Log present (~N) Total depth Sanitary seal {~)N) Date of test Static water level Well production WATER SAMPLE RESLJLTS: Coliform ~ Health Authority Approval Checklist ~.c,~ I; 0o¢. ~oc¢.r,~,.t.~./pParcelI.D.: ~5'1 .-III-~,?~ If A, B, or C, attach ADEC letter. ADEC water system number "~E~ Date completed ¢1/fl (~ Cased to l~ff ~ Casing height (above ground) Wires properly protected ({~'N) ~/~ FROM WELL LOG -7 g;p.m. AT INSPECTION g.p.m. Nitrate ~2,. ~ J Date of sample: JO - ~ -¢1~/o-'zo-eq Collected by: B. SEPTIC/HOLDING TANK DATA Other bacteria $ & S ENGINE~IEIN~ 17034 Eagle I{iver Loop i~oad, J~o. ~.~ Eagle River, Alaska 99577 Date installed ¢1-2,~/~w'~ Tanksize I'ZS'o Number of Compartments Foundation cleanout (~/N); ~E.~' Depression (Y/~ ~o High water alarm (Y~[~) ~o Date of Pumping /~E~' u'5 Pumper C. ABSORPTION FIELD DATA Date installed Length Gravel thickness below pipe L.{. Effective absorption area ~r f~ ¢ q/l Monitoring Tube present ~)N) "(~ Depression over field (Y/(~) ¢___~_0 _ Date of adequacy test I~ ¢.~,..~ Results (Pass/Fail) ~ For ,~ bedrooms Fluid depth in absorption field before test (in.); '~ Immediately after ~ gal. water added (in.): Fluid depth -¢' (ins) Minutes later: "-'"" Absorption rate = .g.p,d. Peroxide treatment (past 12 months) (Y/N) If yes, give date 72-026 (Rev. 3/96)* D. LIFT STATION Date installed Manhole/Access (Y/N) High water alarm level at* E. SEPARATION DISTANCES Size in gallons  "Pump off" level at* F. Septic/holding tank on lot Absorption field on lot Public sewer main Sewer/septic service line SEPARATION DISTANCES FROM WELL ON LOT TO: locI .f. IooI + SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: ' On adjacent lots On adjacent lots / Public sewer manhole/cleanout /'~//~ Lift station ~/A Foundation ~ I+. Property line ~5 I~ Water main/service line 1o I+ Surface water/drainage IOOld- SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line ~ O I Building foundation [ ~ t .p Surface water Absorption field Wells on adjacent lots Curtain drain Water main/service line Driyeway, parking/vehicle storage area Wells on adjacent lots 15;o I + ENGINEER'S CERTIFICATION ,,...."~.-~ ~ . ~.~ in conformance with MOA HA~ guidelines in effect on this date. . ,. : Engineer's Name JC0¢}4,'~7- C. ~o HAAFee $ "~ 'Zf~ / ¢ Waiver Fee $ Date of Payment Receipt Number 72-026 (Rev. 3/96)* 0CT-23-1997 16:38 CT&E ESI ANCHORAGE 90756153D1 CT&E Environmental Services Inc, Laboratory Division ~e~p,f~'ll~,~,~,l~p-f~f, dr~-~af,~e~p,~,,eane,~fjtjj~j~~ Drinking Water Analysis Report. for Total Coliform Bacteria zoo w. ~o..r or~. Anchorege.'AK gg518-1605 ~EAD INSTRUCTIONS ON REVERE SIDE BEFORE COLLE~ING ~MPLE Tel: (go7) 662-2343 ENGINEERING 17(X14 Eagle River L p.R~ NO. 2~ r. ~.~ - ~'~"q'~"~-' Elgle River, Maaf~ Day' S^MPLE TYPE: Routh14 Repeat Sample Ye!r ¢oliRt~(i Fax: (907) 561.5301 TO BE COMPLETED 5Y LABORATORY A~.alysi$ shows this Water SAMPLE to b~: Satiffactgry U~is~ctory S~pl~ over ~0 hm~ o~, ~u]~ may be ~lc too lo~g in t~n~ic ~ample should not bc over 48 hour~ old at c,x~ination to indicate reliable ~ulu. Pre~ send ' ' n~npie.~asp~ialdeliv~ mail. Time Receive~t Analysis Bqnn Analytical Method: fi' Membrane Filter .... O. _MMO-MUG * Numberofcolonie~100 mi. ~b Reg N~'..'." R~ulI* Analyst ~ Jun : 8~ wi~-~ E] Fsxed CommonLy: · I~CTERIOLOGICAL WATER A~A~Y$IS RECORD MMO-MIJG Relult~ TO'I~t Coliform Membrane Fil~ Oi~ Count ~~~ Colofl~l~ mt v~fl~: LIB ~ COLI~~~ .. r~ Coli~rmCoaflr~ ~l Mimbm~ ~RI~ ~ulm .... ~ Coflr~l~ mi ~pon~ TOTAL P.03 0CT-20-1997 16:15 CT&E ESI ANCHORAGE ~:)1 -t~ CT&E Environmental Services Inc. 90?5615301 P,05×05 CT&E Ref.# Client Naxae Project Name/// Client Sample ID Malrix Ordered By I'WSID Nitr~te-)~ Total ¢olfform 976395002 $ & S Engineerbag N/A Lot 10A, Bik 1 Our Mnt S/D DrYing Water Cli(mt PO# Printed Date/Time 10/20/97 ! 5:15 ColleetedDate/Tinl¢ 10/14/97 10:15 Received Date/Time 10/15/97 17:00 Techoieal Director: Stepheu C, l~de __ Re~leasedB~ _~ A[Lo~able Ppep Anatysis Method Lim(t$ Oute Oate._=e===~ Init 2.51 0.1OD mg/L ¥U?¢ OB COL/10O ML. EPA 300.0 I0 mx 10/15/97 $M18 9ZZZO 10/15/97 RAM