Loading...
HomeMy WebLinkAboutSCIMITAR #1 BLK 2 LT 5 Apr 22 19 10:17a .1 age'A`C�J e Purrp Ssr 9072'430742 r3'evP'c?Pf11`Pt Services Department Buildin_q 5(3-fety Division Ota -Site Way er A Wastewater Program -4'00 Elmore toad P.C. aox 196,650 A"choraye, AK 99507 (907) i�3-7904 Pump InstallatiOn Log Well Drilling Perm, . r NurnLer: Parcel Identification lNuniber: A pump Usta at :Z� V .e PUTUP Intake Depti, pop of V , y - *-,I; Casing; PunT 11'13nftfacturer`s Name. PUMP Nfodel: q_S 0. 1 Pump Size / 'b P Pitless Adapter- 13urial,D�,ptil: /14 flet PitlesS Adapter Pidess Adapter Tnstaller: Well Disinfected Upon, C0,11ple'tjon? Method of Disinfection:Q'Yes No Comments- PtiraP .installer Name, Date of issue: Pr Pertyowper_ —1we& Address: A0 A p.1 Attention: Tile RUMP instalie. SF1 '1 provide a yj;,,rtp iystaijatj en ,09 to .ire DED withi*7,, 30 days of ptImp irlstalh-%,jor, Municipality of Anchorage Page 1 of 3 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: SW980069 PID Number: 051 -13:?-13 Name: ~¢JM&[vI Contracting Wastewater System: ~New [] Upgrade Address: P.O. BOX 670495 Chugiak, AK ABSORPTION FIELD Phone: 688-1236 Cf Bedrooms: rt~ [] Deep Trench ~Shallow Trench ~ Bed ~ Mound D Other L E G A L D E S C R I P T I O N Soil Rating: Total Depth Irom ~iginal grade: 1 . 2 GPD/S~. Ft. 8 Lot: 5 Block: 2 ScZmitarSubdivisi°n: NO. 1 Deplh to p~pe bott0m4from original grade: Ft Gravel depth beneath4pipe Township: Range: Section: Fill added above original grade: Gravel length: - ~t. 38 WELL: ~New Q Upgrade Graveldepth: ~ Ft. Number of lines:, 1 Distance ~tw~n lines:_ Ft Private 400 Ft. 80.56Ft 380 sO.R ASTM D3034 PVC Driller: Su 11 ivan Date Drilled: Static Water Level:Installer: Date installed: 5/1 5/98 78 Ft.I MM&M Contracting 5/12/98 i Yield: . 2 2 GPMGPM Pump Set at: Ft. Casing Height~bove Ground: :Ft. TANK SEPARATION DISTANCES ~o u Holding ~ S.T.E.P. From Tank Field Slation Tank SewerLines Anchorage Tank 1 , 000 wel{ > 100 ' > 1 00 ~ H/A N/A N/A Material: Numberof Compa~ments: Steel Two SudaCewater>100' >100' $/a N/A N/A LIFT STATION Lot > 5 ' > 1 0 ' N/A N/A N/A :Size in gallons:Manufacturer: Line Foundation > 5 ' > 10 ' N / A N / A N / A "Pump on" level at: "Pump off" lev;I, at: High water alarm at: CudainDrain Non8 ~n Lot Pump Make & Model Electrical Inspections pedormed by: Remarks: Blas BENCH MARK Bladder containing approximately Location and Description: Garage Slab 1 ,000 gallons of static water storag, located in the crawl space of the J AssumedElevation:100 house. Inspections pedormed by: sE* Dates' 1st 5/12/98~~% ~~ Department of Flea[~ and Human Se~ices approval ~;~ko Reviewed and approved by: ~ ~ Date' ~-/~* ¢~ Municipality of Anchorage Page 2 of 3 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P,O. Box 196650 Anchorage, AK 99519-6650 - 343-4744 On-Site Wastewater Disposal System or Well Inspection Report Permit Number SW980069 PID No. 051-132-13 S1 23.8 C3/37.0 66.0 /64.5186.o C4/64.5 Mt 186.0 ~'-~ .~S 1 1 ,000~. S2~<~Alternate Gal~ .on ~C3~ Site Septic TanR ~ ~ic ~n~ ~ C~ , ~ ~8 ' Long X k 5 ' Wide X Effective ~ Trench / PLAN AS-BUILT SCALE 1" = 30' 0sorption Municipality of Anchorage Page 3 of 3 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, AK 99519-6650 - 343-4744 On-Site Wastewater Disposal System or Well Inspection Report Permit Number SW980069 PID No. 051-132-13 I: 5 ~ 98.8~ OO 31 .7' 10.1 ' PROFILE AS-BUILT HORIZONTAL SCALE 1" = 10' NO VERTICAL SCALE by DOC Co. dba SULLI VAN WATER WELLS P,O, BOX 670272, CHUGIAK, ALASKA 99567 · TELEPHONE 688-27~9 OWNER OF LAND ./~ LEGAL DESCRIPTION ~e.~,..t4~~&~.. . PERMIT NUMBER~ Date of Issue_.~- TAX INDENTIFICATION NUMBER O'~'"// Is well located at approved permit location? ¢ [~ No Method of Drilling: ~ary [~ cable tool Depth of walk '~O~ Casing Type _.~l~_~.~Wall Thickness Diameter ~ # __inches, depth Liner Type: ~,~.~' inches // feet Casing Stickup Above Ground: Static Water Level (from ground level): '~' Pumping level: .~feet after hrs. pumping__ Recover Rate: o ,¢, ~ g pm Method of Testing: feet feet .gpm Well intake Opening Type: [~ Screened; Start j~;},-P~rforations Start '7_.~_ Grout Type: ~",,~ '/'~,'~. Depth: from Pump Intake Depth: __ Pump Size __ hp Well Disinfected Upon Completion? Method of Disinfection; Open End ~:~.epen Hole feet Stopped feet feet Stopped ~O feet Volume feet, to Brand Name ~ Yes [~ No feet feet Comments: BORE HOLE DATA DEPTH RFCEL\/ED APfi 8 M~nicipahty ol Oept, Health & Human Services ATTENTION: It is the responsibility of the properly owner to submit a copy of the well Icg to the proper authority, Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation, MatSu Borough: Department of Environmental 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:SW980069 DESIGN ENGINEER:ANDERSON ENGINEERING OWNER NAME:KRAMER WILLIAM ALAN & OWNER ADDRESS: DATE ISSUED: 4/21/98 EXPIRATION DATE: 4/21/99 PARCEL ID:05113213 LEGAL DESCRIPTION: SCIMITAR #1 BLK 2 LT LOT SIZE: 54250 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: THE ATTACHED APPROVED DESIGN. 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 (iSAAC80). 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) 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 THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: MEMORANDUM DATE: May 11, 1998 RE, CEIV[D TO: Donna Mears FROM: Mike Anderson, P.E. 2'4/I 1998 Municipality of Anchorage Dept. Health & Human 8orvices SUBJECT: Lot 5, Block 2, $chnitar Subdivision No. 1 Permit No. SW980069 The owner of Lot 5, Block 2, Scimitar Subdivision No. 1, along with his well driller, has decided the ideal location for the new water well is in the northwest corner of the lot. Unfortunately, this is the area identified for the primary septic system. We have, therefore, resdesigned the system and placed it in the southwest cornet' of the lot outside the I00' protective radius of the new well location. A testhole was placed in the area of the new absorption trench and conditions were found to be identical to those found in Testhole No. 2. Clean well graded gravel was found at 4' below the surface. This material percolates at rates near 1 ~rdnute per inch. Since more than 50% of the material passes the No. 4 Sieve a sand filter is not required. The size of the system will be identical to that originally designed and permitted for the other side of the lot. The alternate site remains in the same area. We hereby request the well and septic system permit previously issued for this lot be modified to allow placement of the well and septic system at the locations shown on the attached site plan. All other aspects of the original design and application package remain unchanged. Please let me know if you have any questions. LOT 5, BLOCK 2, SCIMITAR NO. 1 Well J _SSITE PLAN SCALE 1" = 50' Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: William Kramer LEGAL DESCRIPTION: LOt 5, Block 2,  ~L_ Scimitar No. 1 _ 2 3 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20, COMMENTS Material similar to prior to test. Township, Range, Section: .... WAS GROUND WATER ENCOUNTERED? 1 SLOPE SITE PLAN IF YES, AT WHAT DEPTH? Depth to Water After Monitoring? Reading Date GROSS Time Depth to Water z.'/¢ ', 7 '/~" ~ '/~ Net Time PERCOLATION RATE / Im,nute~',nchl PERC HOLE DIAMETER ~ ~.___~_~ TEST RUN BETWEEN '--~ FT AND ~ .__ FT Testhole No. 2. Test cavity presoaked Drop I ,/- TIFY THAT T IS ?EST WAS P[RFORMED IN 72-008 (Rev, 4/85) I April 4, 1998 Municipality of Anchorage Department of Heath & Human Services 825 "L" Street Anchorage, AK 99502-0650 Subject: Lot 5, Block 2, Scimitar Subdivision No. ¢\ Septic System Design Impacts to Adjacent Properties Dear Onsite Services Engineer: We hereby apply for a permit to construct a well and an onsite septic system on Lot 5, Block 2, Scimitar Subdivision No. ll~. The attached site plan and backup documentation identify the size and location of the well and new septic system to serve the three bedroom home to be constructed on the lot. The 100' protective radius for the well is also shown on the plan. The surface of the back quarter of the lot slopes dramatically from east to west at slopes exceeding 30%. The slope flattens however to near zero where the house will be placed and the septic system constructed. A testhole placed in this area revealed a gravelly silt which percolated at a rate of 12 minutes per inch. Another testhole placed closer to the front of the lot consisted primarily of well graded gravel which percolated at a rate less than a minute per inch. The majority of the material passes the No. 4 Sieve. The primary absorption trench will be constructed in this area with a service line running from the septic tank. The ground surface in this area is fairly flat and the absorption trench will be constructed paralell to the tot line. No conflicts exist between the new septic system and the protective radii of adjacent wells. Similarly, no conflicts exist between the new well and the separation distance from septic systems in the area. The only close system is to the south and is more than 100' from the proposed well. Lot 5, Block 2, Scimitar Subdivision No. ~ April 4, 1998 Page Two If the system is constructed as designed the following statements apply: 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. The system, if constructed as designed, will have no adverse impact on reserved space, either surface or subsurface, on any lots located in the area. 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 IS PROJECT! / / / /4 / / / / / IZ 11' EA MAP SCALE 1" = 100' / / LOT 5, BLOCK 2, SCIMITAR NO. ~i 40 1,000 Gal Septic Tank X X 5' Wide ~fective Depth :ion Trench ~nate Well SITE PLAN SCALE 1" = 50' EN 15 (10/78) LOT 5, BLOCK 2, SCIMITAR SUBDIVISION NO. DESIGN FACTORS: SYSTEM REQUIREMENTS: Three Bedroom Home Perc. Rate: LT 1 Min./Inch Application Rate: 1.2 GPD/SF 5' Wide Trench System 1,000 Gallon Septic Tank 4' Drainfield Rock 3 Bedrooms X 150 GPD / 1.2 GPD/SF = 375 SF of Absorption Area 375 SF/5 LF (Width) X .5 (Red. Factor) = 37.5 LF Trench Length Therefore: Construct a 5' Wide Absorption Trench System With Lateral 40' in Length with 4' of Drainfield Distribution Pipe in Trench Placed at 4.0' Surface, One Rock Beneath the Lateral. Below the Original Ground qLO" NOTE: ~///~ ~'/// ,,~-/// ,.,,~./// ~.~/// TYPICAL WIDE TRENCH SECTION Grade Area Over Trench to Drain Away. Minimum 3' of Cover over Septic System. Minimum 4' Separation From Groundwater. Minimum 10' Separation From Lot Line, PERFGRMED FGR: lEGAL DESCRIPTION: .1 2- 3 4 9 1i 14 16 18 William Kramer ~ot 5, Block 2. ScimitarNo.---~'--~~ OL.-- I .. \.\e WAS GROUND WATE~No .. E ~. ~one 1~1=4 / 4 / 9 8 IF YE~ AT WHAT ACCORDANCE WZI'~ A, , ~'~ .................. I'~OOLAllON RATE ,,,/~' " Im~'l~-~'~'-m¢t3) PE~IC HO~ D~M~ ~ "' ' .... ~ RUN ~ ~ ~ ~D ~ ~ . ' Testhole presoaked prior to tes~ - ' ... , ~1~- ~GAL DF..~=RIPTION: .1 2 14, ~7 William Kramer "" DA~ ~ ~ ........... ~ot 5, Block Scimitar No. .- - .* GROUND WAT'"~ NO .... ,,'"¢-.3 I I I '1 IF YE~ AT WHAT L: TesthOle presoaked prior to test. ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION AND MATERIAL SPECIFICATIONS SUBJECT: LOT 5, BLOCK 2, SCIMITAR SUBDIVISION NO. f~ \ GENERAL: 1. The scope of this project includes furnishing and installing a new 1,000 gallon septic tank. It also includes the construction of a new 40' total length by 5' wide by 4' effective depth absorption trench. The distribution piping must be placed at 4.0' below the ground surface. Mounding over the trench may be required to provide a minimum of 3' of protective cover. 2. Construction shall be in accordance with the approved site plan, design drawings, Municipal Permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. 3. The Contractor shall be responsible for obtaining all underground utility locates and for the layout of the septic system and verification of the location of all lot lines. 4. Unless specifically agreed otherwise, the contractor shall be responsible for final grading areas subsequently depressed from soil settling. Property owner shall be responsible for revegetation of affected areas unless specifically agreed otherwise. 5. Contractors installing wastewater disposal systems must be certified by the Municipal Department of Health and Human Services for system installations. Owners installing their own systems must receive prior approval from D.H.H.S. before beginning system installation. SEPTIC TANK INSTALLATION 1. A new 1,000 gallon septic tank must be procured from an approved source and installed at the location shown on the plans. Lot 5, Block 2, Scimitar Subdivision No. t~ \ April 4, 1998 Page Two 2. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 3. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 4. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 5. Tanks installed without 4' of cover shall have a minimum of 2" of direct burial insulation. 6. A foundation cleanout shall be installed one to four feet from the building foundation. Two cleanouts are required between the tank and the drainfield. 7. Final grading over the tank shall be such that a positive slope exists away from the septic tank. DRAINFIELD CONSTRUCTION: 1. The drainfield shall be constructed to the dimensions shown on the design. The bottom of the trench shall be within 2" of level. 2. Distribution piping must be placed level with perforations down atop a level bed of drainfield rock. Rock should then be placed over the pipe to provide a minimum of 2" of cover. 3. A silt barrier or geotextile fabric must be placed between the drainfield rock and the natural soil backfill. 4. Monitor tubes must be 4" in diameter and installed at the locations shown on the design. The portion below ground must be perforated. Lot 5, Block 2, Scimitar Subdivision No. ~. \ April 4, 1998 Page Three 5. Contractor shall verify the septic tank and drainfield are a minimum 100' away from any private water wells in the area, 150' from a Class "C" Well or 200' from any community well. 6. Direct bury insulation must be placed over the distribution system if less than 3' of backfill depth is available. Finish grade over the trench must be mounded to prevent settlement or depressions. 7. Grade area surrounding the absorption trenches to drain away. 8. A minimum 2' of accepting soil is required below the drainfield rock for a 5' wide trench. Contractor shall verify this condition prior to placement of the rock. All pockets of unacceptable materials must be removed and replaced. MATERIAL SPECIFICATIONS: 1. Septic tanks must be constructed by a Municipally approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Cast Iron (perforated and solid), ASTM D3034 or P.V.C. (perforated and solid), ASTM F810 or H.D.P.E. (perforated, but not solid) and ASTM D2662 or A.B.S. (perforated and solid). 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Co. Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted watertight couplings (Caulder, Fernco, or equal). with Lot 5, Block 2, Scimitar Subdivision No. ~\ April 4, 1998 Page Four 5. A permeable geotextile fabric (Typar, Mirafi or equal)must be installed between the final drain rock layer and the native soil layer. 6. All drain rock shall be .5" to 2.5" in diameter with less than 3% passing the #200 sieve. INSPECTIONS: A minimum of two inspections are required by Municipal Ordinance. These inspections must be conducted under the supervision of a professional engineer registered in the State of Alaska. The first inspection must be conducted after the excavation of trenches, beds or pits and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled. The second inspection must be conducted after the placement of the geotextile fabric, gravel, distribution piping, standpipes, cleanouts and insulation. No backfill should be in place at the time of inspection. Contractor shall provide acopy of all field survey layout and construction notes for use in preparing the certified as-built of the completed system. 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. # 051 -132~13" 1. GENERAL INFORMATION Complete legal description Lot 5, Block 2, Scimitar Subdivision No. 1 Location (site address or directions) Property owner ~4~.1~4 Con~-racbLD. g Day phone 688-1 236 Mailing address P.O. Box 670495 Chugiak, AK 995,57 Lending agency Day phone Maiiin_g address Agent ,Day phone Address - Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: NOTE: Two (2) Individual well xxx Community well Public water 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: XXX If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Re,,'. 1/91) Fronl MOA #21 o STATEMENT OF INSPECTION BY ENGINEER AS certified by my seal affixed hereto and as of the validation date shown below, J verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/orwastewater disposalsystem is safe, functional and adequate for the number of bedrooms and type of structure indicated herein, lfurtherverifythatbasedontheinformationobtainedfrom the Municipality of Anchorage flies 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 Anderson Engineering Phone 522-7773 Address P.O. Box 240773 Anchor.age, AK 99524 Engineer's signature ~Y/~c'~-(,,~--~-c(~- C~¢,~L~ Date 4/27/99 DHHS SIGNATURE Approved for ~ Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: 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 DH HS 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. 72-025(Rev. 1/91) Back MOA~21 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division · · -4744 825 L Street, Room 502 · Anchorage, Alaska 99501 (907)__~,~ic~pahty Oept. Health & Human Services Health Authority Approval Checklist Legal Description: A. WELL DATA Well type Prlvate Log present (WN) Total depth 400 ' Sanitary seal (Y/N) Lot 5, Block 2, Scimitar No. 1 Pamel I.D.: 051-132-13 IfA, S, or C, attach ADEC letter. ADEC water system number Date completed 5/15/98 _ Cased to 80,5 ' Casing height (abow,~ ground) 2 ' Y Wires properly protected (Y/N) Y FROM WELL LOG AT INSPECTION [)ate of test 5/15/98 Static water level 78 ' Well production ,22 WATER SAMPLE RESUUrS: Coliform 0 Nitrate Date of sample: 12/17/98 B, SEPTIC/HOLDING TANK DATA Date installed o-_%~98 Tank size Foundation cleanout (Y/N) Y Date of Pumping New Pumper g.p.m, g.p.m. 2.67 ~/L Other bacteria Collected by: C. ABSORPTION FIELD DATA Date installed 5/1 2/98 Length 38 ' Width 1,000 Number of Compartments 2 Cleanouts (Y/N) Y Depression (Y/N) N High water alarm (Y/N) N Construction Soil rating (g.p.d./ft~ or fF/bdrm) 1,2 5 ' Gravel thickness below pipe Effective absorption area 380 SF Monitoring Tube present (y/N) Y Date of adequacy test New Const, Results (Pass/Fail) Pass Fluid depth in absorption field before test (in.); Fluid depth (ins) Minutes later: Peroxide treatment (past 12 months) (Y/N) N 72-026 (Rev. 3/96)* System type 5' Wide Trench 4 ' Total depth 8 ' Depression over field (Y/N) N For Two .bedrooms Immediately after____ gal. water added (in.): Absorption rate = .g.p.d. If yes, give date ~/A D. LIFT STATION - None on ~ot Date installed Size in gallons. Manhole/Access (Y/N) "Pump on" level at* _ High water alarm level at* *Datum Cycles tested E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot. GT 100' Absorption field on lot GT 1 0 0 ' Public sewer main N/A Sewer/septic service line. G't~ 2 F, ' On adjacent lots On adjacent lots "Pump off" level at* GT 100 ' GT !00' Public sewer manhole/cleanout N/ Lift station N / A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: Foundation GT 5' Property line CT 5 ' Absorption field__ GT 5' Water main/service line GT 1 0 ' Surface water/drainage ._G.T 1 0.Q2 Wells on adjacent lots G?. ! 0 0 ' SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: CT I 0 ' Building foundation c.m I n ' Water main/service line GT 1 0 ' GT 10' Property line Surface water GT 100' Curtain drain N~n~ on T.ot ENGINEER'S CERTIFICATION Driveway, parking/vehicle storage area Wells on adjacent lots I certify that I have determined thru field inspections and revie in conformance with MOA HAA guidelines in effect on this date. Signature "~'~'~b~ (~'~4'-4¢-"~ Engineer's Name Michael E. Ander.~cm; P- E. GT 100' Date 4/27/99 HAA Fee $. Date of Payment __ Receipt Number 72.026 (Rev. 3/96)* Waiver Fee $ Date of Payment Receipt Number April 27, 1999 MM&M Contracting P.O. Box 670495 Chugiak, AK 99567 Attention: Paul or Arlene RECEIVED APR 28 1999 Municipahty o~ Ar,(;i~orage Copt. Health & Human ,Services Subject: Lot 5, Block 2, Scimitar Subdivision No. 1 Well and Water System Flow Test Dear Paul and Arlene: We recently completed a flow test on the well and water system located on Lot 5, Block 2, Scimitar Subdivision No. 1 to determine the total capacity of the system and the production rate of the well. The well is 400' deep with a static water level of 78.67'. During our test to determine the storage in the well the water level drew down to 388' before the pump shut down. The well casing therefore provides nearly 310' of water storage or approximately 452.7 gallons. The Kolaps-A-Tank Bladder in the crawl space along with the Gould ½ HP Transfer Pump and WX-250 Pressure Tank are capable of storing nearly 830 gallons of water based on our flow test. The total storage capacity of the system is therefore 1,282 gallons of water. This total equates to 5.34 gallons per minute when totally discharged over a 4 hour period. The flow test perfm~ed on the well indicated a production rate of .238 gallons per minute which is nearly identical to rates achieved in the past. The Municipal requirement for a two bedroom home is a production rate of .208 gallons per minute. The well meets the Municipal requirement for a two bedroom home. In summary, the well production rate is .238 gallons per minute. The water system has a storage capacity of 1,282 gallons of static water storage when including both water stored in the casing and in the bladder and tank in the crawl space. The system therefore meets Municipal requirements for both production and storage. Sincerely, Michael E. Anderson, P.E. 08:29 FEO)~-CTE EIIVI RON~NTAL Drinking Water Analysis Report for Total coliform Bacteria AnalyStS shoWS ,~his 'Waucr SAMPLF- w READ, Sansf~c~oD' O pUBLiC W ATI.ZB. syST~'M I'D' ;? ~ {3 Sample over 30 hours old, TcsultS m~Y !jns~usf~torY r~ pRIVATE WAT£~ts¥STRM ~ 0 ~ unte~lc ~~ Invo~ 1~ ~n u~si~; ~pl~ sho~lld ~ 0 5e~ ~ . lc ~ ~ ~n~uon to ,ud~c~ ~. s~al de~xv~ Me, boO: ~- M~nbrmme Ffi~ · ~,~,~ mi. --~s~ ' Result' An~*~ SAMPLE ~PE: ~ Trca~ Water ~ Routlu~ s~m~lc o Uutrt~ttd Wa~r D~: ~ ~ ~"~ ~ ~- ~peat Sample ifor rouOnc 0 with lab rcf, no, ~ ~ Cllen{ notifl~ of un~atisfacto~ r~ults: Co;l~ [ Colt~ By Phon~ SAMPLE LocATION MMO-MUG BGB verification: LTB Final Mzmb~ut Filer R~u[~ Co rnr~e'fl t,$: DE¢-Zg-98 0B:Zg FRO~-CTE ENVIRONMENTAL 551S301 T-Z§O P.O,/us ZI~ CT&E Envlronmen~al Services · ~ CT&E ReLa 987273003 Clien~ Name Andr.~on Engineering Cl~em Sample ID Lot 5 Block 2 Scim~ ~ M~x Dr~kiug Wa~er PWSID o Sample Rema~-g: Client PO,~ Primed l>ale/Ttme 12/28/98 12:26 Collecte~i Date/Time 12/17/98 13:55 L~ceived ])a~e/Time 12117198 16:25 Technical Dh't~tor: Stephen C. Ede ~L 0.100 ~j/L co~/lO0~t EPA 300.0 10 ~e~ 12/17/98 $¢L 12t17198 ~.!/? '?