The URL can be used to link to this page

Home My WebLink AboutMOUNTAIN VALLEY ESTATES #1 BLK 5 LT 17 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: ~P-Jcl3Oq,.~7 PID Number: %me:Wastewater System: ~ New ~ Upgrade Address: _/~oo ~.-~o~ ~v~. ABSORPTION FIELD ~hon~ J No. of Bedrooms: ~C~.l ~ ~0~I ~ ~ Deep Trench ~ShallowTrench DBed DUound DOther LEGAL DESCRIPTION so, Rating: Total Depth from original grade: ~. G GPD/Sq. Ft. Lot: Block: Subdiv~ion: Depth to pipe bottom from original grads: Gravel depth beneath pipe Township: Range: ~ Section~ Fill added above original grade: Gravel length: ~ - ~.-/- ~ Ft. ~ ~ I Ft~ WELL: ~ New ~ Upgrade Gravel width: Number of lines: Distance between lines: ~ Ft. g I~ Ft. ~lassification (PrNate, A,B,C): ~ ~ Total Depth= Cased To: ;Total absorption area: Pipe material: - ~IV~ Ft, Ft. /j~ SQ. Ft. ~ ~ [~V,~, Driller: Date Drilled: Static Water Level: Installer: Date installed: ~ield: GPM Pump Set at: Ft. Casing Height Above Ground=Ft. TAN K SEPARATION DISTANCES ~Septic ~ Holding ~S.T.E.P. To Septic Absorption Lift Holding ~ubllc/Private Manufacturer: Capacity in galJons: From Tank Field Station Tank Sewer Lines ~C ~O~ ~ /~O~ Waif //~ / //~ i t ~ ~ ~ ~1+ Material:~TE~ Number of ~C°mpadments: Sudace Water /¢d'~ ~¢0 '+ /00'+ -- LIFT STATION Lot ~/ Size in gallons: Manufacturer: Line 2~' ~3' ~OO ~C~O~GE ~ _ "Pump on" level at: I "Pump off" level at: High water alarm at: Foundation /2~ t //~ / /~¢' ~ ~ ~"I /~" CurtainDrain ~. ~, J ~ ~ ~ ~ Pump~/Make~& Model Electrical inspections performed by: Remarks: BENCH MARK Location and Description: Assumed Elevation: Inspections performed by: [.¢. rev.,, A~,ka ¢9S77 Dates: 1st w- ~ -qS' ~'~ -.,',~~q~4,,. Department of Health.and HumanServ¢ces¢ approval *' "':'""" Reviewed and approved by: ~: ~/~,.~/Z~ '"~,~ ........ '/~_¢~, ..... Date: /(),.-., ? ~ ¢ 72-013 (Rev. 9/91) MOA 25 Permit No. SW930457 Page 2 of 2 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 MOUNTAIN VALLEY ESTATE SUBDIVISION #1, Legal Descriptio~.LOCK 5, LOT 17 PIDNo.: 05065109 FINAL COS (MT2& :: (MTa& (MTS& CO7) COB) C010) C03 C04/-GRADE ! ST ! 7ff'6~ tOO A B FCO 59.5 2~.5-- CO1 56.5 6&.O C02 86.0 1(~3.5 C03 111.5 130.5 ~04 ~-~:~0.-5. -~8.:5. C05 1_34,0 1~9.0 M,H 136,0 l&O.O C06 117.0 1~3.0 C07 ~79.0 1~3.5 C08 148.5 l&3.0 ~0 MT '4.5' (MTe& · ¢Orl) ...... NEW 1500 N~(AI SEPTIC~ TA [ co4 ,~ 500 GAL. DOSING CHAMBER c010 MIOPOINFiOF SCALE t" = 40' i A B ~09 213.0 224.( ~O1C 166.5 169.( ¢01_1 230.0 239.( MT1 115.6 121,[ ~IT2 181.0 195Z ~T3 147.5 152,[ ~T4" 21'~;5 2~25.~ ~.T5 165.0 168.( t~T6 23i.5 240.( ~,02ERT C. COWAN CE -8801 72-013 A (1/93) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 PAGE 1 OF ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW930457 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:FOWLER BARRY W & DORIS T OWNER ADDRESS: 0506510900088 DATE ISSUED:10/29/93 EXPIRATION DATE:10/29/94 PARCEL ID:05065109 LEGAL DESCRIPTION: MOUNTAIN VALLEY ESTATES #1 BLK 5 LT 17 LOT SIZE: 64432 (SQ. FT.) NUMBER OF BEDROOMS: 5 THIS PERMIT: 5 THIS PERMIT IS FOR THE CONTRUCTION 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 (18AAC80 THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 OR 343-4681 AFTER BUSINESS HOURS 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: THIS ABSORPTION SYSTEM MUST BE INSTALLED AS SHOWN ON THE REVISED DESIGN CRITERI~ DATED 12/4/93. RECEIVED BY: ~ t~ ISSUED BY: '~~~/~ ~ DATE: f ? / /~/¢~ DATE: ///~--~J'~2.__ ROBERT SHAFER, P.E. ROGER SHAFER, P.E. CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 December4, 1993 HEALTHAUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERINGSTUDIES ANDREPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN Municipality of Anchorage DEPARTMENT OF HEAL TH AND HUMAN 825 'L' Street Anchorage, Alaska 99519-6650 REFERENCE: Mountain Valley Estates #1, Block 5, Lot 17 Request you re-issue permit #SW930457 to drill a well and install a septic system to serve the proposed five bedroom house on the referenced property. Attached is the redesign from a proposed bed system to three 5 foot wide drainfields. Two test holes were excavated and percolation test performed. The approximate location of the test holes are located on the attached site plan. At the time of excavation water was encountered at 6 feet and 9 feet in test hole #1 and #2 respectively. After seven day water monitoring waster was found at 6 feet. 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 properties by the installation of the proposed septic system. If you have any questions, or require additional information for your review, p/ease contact us. Sin~~/ tS/LSU/Isu 17034 NORTH EAGLE RIVER LOOP o SUITE 204 , EAGLE RIVER, ALASKA 99577 8 // NV'ld Ills ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MA TERIAL SPECIFICATIONS REFERENCE: Mountain Valley Estates Subdivision #1, Block 5, Lot 17 GENERAL: 1. The scope of this project includes the installation of a 1500 gallon septic tank, a 500 gallon septic tank effluent pumping (S. T.E.P) dosing chamber, and three five foot wide drainfields to serve the proposed five bedroom residence for 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 Wastewater 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 soft settling. On afl leachfield mound systems, the property owner shall be responsible for ensuring a satisfactory vegetation growth over the mounded area. 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. Page Two Mountain Valley Estates Subdivision #1, Block 5, Lot 17 December 4, 1993 Ail standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 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 lhe 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 soft not more than 10 ft. from the tank. The first cleanout, in line, shafl 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 INSTALLATION: 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 gravel (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 and installed approximately in the locations shown on the design. 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 Mountain Valley Estates Subdivision #1, Block 5, Lot 17 December 4, 1993 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 MA TERIAL SPECIFICATIONS: 1. Any septic tank proposed for installation 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: Type of Pipe Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) 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, Femco, or equal). A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. All 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, it's gradation specifications must conform to current M.O.A. or D.E.C. requirements. Page Four Mountain Valley Estates Subdivision #1, Block 5, Lot 17 December 4, 1993 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 fines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. 3. 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. 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:SW930457 DESIGN ENGINEER:S ~ S ENGINEERING OWNER NAME:FOWLER BARRY W & DORIS T OWNER ADDRESS:3168 CASSIUS COURT ANCHORAGE, AK. 99508-3334 DATE ISSUED:10/29/93 EXPIRATION DATE:10/29/94 PARCEL ID:05065109 LEGAL DESCRIPTION: MOUNTAIN VALLEY ESTATES #1 BLK 5 LT 17 LOT SIZE: 64432 (SQ. FT.) NUMBER OF BEDROOMS: 5 THIS PERMIT: 5 THIS PERMIT IS FOR THE CONTRUCTION 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 (18AAC80 THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 OR 343-4681 AFTER BUSINESS HOURS 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: DATE: DATE: ROBERT SHAFER, P.E. ROGER SHAFER, P.E. CIVIL ENGINEERS October 18, 1993 (907) 694-2979 FAX 694-1211 HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN Municipafity of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 'L' Street P.O. Box 196650 Anchorage, Alaska 99519-6650 REFERENCE: Mountain Valley Estates #1, Block 5, Lot 17 Request you issue a permit to drill a well and install a septic system to serve the proposed five bedroom house on the referenced property, A test hole was excavated and percolation test performed. The approximate location of the test hole is located on the attached site plan· At the time of excavation water was encountered at 6 feet and after seven day water monitoring waster was found at 6 feet· 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 properties by the installation of the proposed septic system· If you have any questions, p/ease contact us. Sincerely, SOIL TEST PERCOLATION ~E TEST STRUCTURAL & MECHANICAL INSPECTIONS ON SITE WAST[--' WATER DISPOSAL SYSTEM DESIGN or require additional infom~ation for your review, 17034 NORTH EAGLE RIVER LOOP , SUITE 204 · EAGLE RIVER, ALASKA 99577 0 Z w * ~ ~ Mudc~ Anchorage / I~1~1 ~ Jw~W ~ o o < F ~ o o ~ NV-Id I-LIS Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: -~r'~k'f (--~'~1¢~- DATE PERF£ LEGAL DESCRIPTION: L~l'-~-~' ~:~,' /F/7/d, FI~'~{-..~y/~TOwnship, Range, Section: SI.OPE SITE PLAN 1 3 ~,O, 4 5 6 7 8 10 RECEIVED OCT 2 6 199~ Municipality of Anchorage Dept. Health & Human Services WAS GROUND WATER ENCOUNTERED? /~-~¢ S IFYES, ATWHAT ~ I °L DEPTH? P E Oeplh to Waler After Moniloring? Dale: Gross Net Depth to Net Reading Date Time Time Water Drop ;1~ " 10~ q~/~" ~" :4~ f~ ,, ~e" ,t/~,, 12 13 14 15 16 17 18 19 2O PERCOLATION RATE (mmutes/~nch) PERC HOLE DIAMETER ~ '~¢ TE.._ST RUN BETWEEN ----~'~.ISFT AND 3 tS FT PERFORMED ~ S ENGINEERING ~~ ~CER~IFY THAT THIS TEST WAS PERFORMED IN 17034 Eagle River Loop Read NO. 2~~ECT ON THIS DATE DATE Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: Ll¥ 1 2 3 4 5 6 7 8 9 10 11 12-- 13 14 15 16 17 18 19- 20 Township, Range, Section: SLOPE WAS GROUND WATER ENCOUNTERED? si IF YES, AT WHAT O, E /./ Deplh to Water Alter ,~ r Moniloring? _Dale: ? '~'/~ SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop /0:0% ,, ' : ~ ;~ ~o ,~,~ ~-~ ~/~' l '/v'~ 11 '.oz ,~ ', ~" ~ Y~" ;~ zo - q~" /~' PERCOLATION RATE ~'~ ' (mtnutesnnch) PERC HOLE DIAMETER '---~/¢ ~T~ST RUN BETWEEN ~ '_~.FT AN D L/~'.~.~._~ FT PERFORMED BY' - - · ' ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELI~S~FFE~ ON THIS DATE. DATE: 72-008 (Rev. 4/85) ON-SITE WASTEWA TER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MA TERIAL SPEClFICATIONS REFERENCE: Mountain Valley Estates # 1, Block 5, Lot 17 GENERAL: The scope of this project includes the installation of a 1250 gallon septic tank and an absorption bed to serve the proposed five bedroom residence located for the referenced property. Construction shaft be in accordance with the approved site plan and design drawings; Municipal permit with any special provisions or conditions; and afl applicable State and Municipal Wastewater Disposal Regulations. The contractor shaft be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otherwise, the property owner shaft be responsible for final grading areas subsequently depressed from soft settling. On all leachfield mound systems, the property owner shaft be responsible for ensuring a satisfactory vegetation growth over the mounded area. 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 shaft include two 4" cleanouts for pumping access. The septic tank shaft be sufficiently bedded to prevent settling or shifting of the tank. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. Page two Mountain Valley Estates #1, Block 5, Lot 17 October 18, 1993 4. Septic tanks installed with less than 4 fl, of cover shall be insulated. A foundation cleanout shaft be installed one to four feet from the building foundation. In the line between the tank and the leaohfield there shaft be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shaft be located on undisturbed soft not more than 10 ft. from the tank. The first cleanout, in tine, shaft be to clean toward the leachfield. The second cleanout shaft be to clean toward the septic tank. Final grading over the septic tank shaft be such that a positive slope exists a way from the septic tank. PRESSURIZED MOUND SYSTEM INSTALLATION: 1. Any peat or organic matter must be removed from the elevated mound site. The bottom of the basal bed area as weft as the top of the sand filter is to be within two inches of level. The distribution piping is to be of PVC (ASTM D3034 or equal). Al/joints are to be solvent cemented. The side slopes of the top layer of the mound system must not be steeper than 33% (3:1). The top of the mound shaft be covered with a minimum of 6 inches of topsoil and vegetated sufficiently to prevent erosion. The distribution pipes are to be embedded in sewer rock. Care should be taken to backfill in such a way as to prevent damage to the piping system. Silt barrier material must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire grave/surface before placing backfill. Backfill over the final grave/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. Page three Mountain Valley Estates #1, Block 5, Lot 17 October 18, 1993 MINIMUM MA TERIAL SPEClFICATIONS: 1. 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 Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) 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, Femco, or equal). A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soft backfill. All 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, it's gradation specifications must conform to current M.O.A. or D.E.C. requirements. Page four Mountain Valley Estates #1, Block 5, Lot 17 October 18, 1993 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. 3. 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. HEFTY 'DRILLING Well Waler - it's naturallp belted 3540 AKULA DRIVE TELEPHONE: ANCHORAGE° ALASKA 99516 (907) 345-0593 RECEIVED O0'f 2 5 1993. Municipality of Anchorage ° Dep.L Health & Human 8ervioea WELL LOG Date Drilled : 7-22-93 Static water~'Level 9Q Feet G%\~ g"' ..... 'ox' Barry Fowler ~7~-qd6'~ i~,¢'~. ~tn. Val].ey Estates ¢'7~' Addition. 9 1 Lot 17 Blk. 5 Gallons Per Minute Approx. 5 Draw Down N-A Feet Total Feet of Casing 42' Type Material Drilled: 0 ft. to 8 ft. to 42 ft. to 1fl5 ¢~. to 120 ft.,' to 165 ft. to 8 ft..Silty Clay 42 ft. Rocky Clay 105 ft. Bedrock ]20 f~. Fractures with H20 (1/2 Gal.) 165 ft. Bedrock 185 ft. Fractures with H20 to to to to HEFTY ORILLIN~ 85,10 AKtJLA DmVF- ANOHORA6E, AK 09516 (907) 345-0593