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Home My WebLink AboutSKY RANCH ESTATES #2 BLK 2 LT 20Sky Ranch Estates #2 Lot 20 Block 2 #015-302-44 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519.-6650 · Telephone: 343~47,~4EC 1 7 lC)9, On-Site Wastewater Disposal System and/or Well Inspection,~l~lAl:li¥ o~ AMC Permit Number: '-5-'~/~)~'O ~/'-~ ~ PID Number: O/~- ~OD:~MENTALs~RVIC~ JName: ~0~ ~/d~ Wastewater System: ~ New ~ Upgrade Address: // ~3(3 S/~-¢A~/¢~ /¢~"~/¢~ ('/eEOC ABSORPTION FIELD IND. of Bedrooms: Phone: ~ ~ ~ ~ ~ ~ ~ · /¢ ~ Deep Trench ~ Shallow Trench ~ Bed ~ Mound ~ Other LEGAL DESO~IP'flO~ SoiIRating:¢, ¢~ GPD/Sq. Ft. Total Depth from original grade:/c~ / Depth to pipe botlom from original grade: Gravel depth beneath pipe Subdiv~ion: % ~ ~' ~ Ft. LOt: ~ 0 Block: ~ ~ Y ~/'~ ~ ~A ' ~ ~, ~ Ft. Number of fines: lOistance baleen lines: WELL: ~ New ~ Upgrade Gravelwidth: ~ Ft, ~I /0 Ft. Olassification(Private, A,B.C): TotalDepth: OasedTo: ~ Total absorption area: ¢ Pipematedal: ~iller; -Da~ilted: StaticWater Level: In taller: //~ ~//P~ ¢~ Ft. ~ ~ 4~ ~ Date in tailed: ~ Pump Set at: I Casing Height Above Ground: TANK GPM I Ft, Ft. SEPARATION DISTANCES ~ s...c U,o~d~n~ U S.T.~... TO Septic Absorption Lift Holding Public/Private i Manufacturer: Capacity in gallons: / Material: Number of Oompa~ments: Su~ace Water /p~ /¢C? ' LIFT STATION / / z/ / "Pump on" level at: /~~at:F High water alarm at: Foundation Drain '~ ~0//~ ~de~ Electrical Inspections performed by: Remarks: .~v~,~ ~ /=/~ ~*o,~,~ ~ 4 BENCH MARK Location and Description: A~umed Elevation: EN~EAL ~ o, ~ ~ ~ 00 ~ ~F '~'~'%- ,~',:, ',.,, ~ -,.:'.:j~, 17034 Eagle Eiver Loop Road, No. 204 Inspections performed by'E,~l. ,iv.r, AI.ska ~,~;; Dates: 1st //~F~F~ : ,~/~/.I~ ~ C' ', CE-8801 Depadment of Health and ~uman Seduces approval ", ~,'...' ..' ~ ~, ~~. ~ ~': P~OFEsS Reviewed and approved by: , ~ , Date:/2 - Z~-~ D )RAGE DIVISION 72-013 (Rev. 9/91) MOA 25 RECEIVED DEC 17 1998 PERMIT NO SW980437 PAgE fC&th~r,qt~T¥O~F Et, IV~RONMEN fat '$ E R,V lC E S D I.Vi, S LQ N DEPARTHEN/ gh HbAL/H AND HUMAN SERVICES ENVlRONHENTAL SERVICES DIVISION P.B. ~ox ~96650 JAnchon69e, ~L65k6 995~9-6650~ TetephoneJ 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEH AND/OR WELL INSPECTION REPORT LOT 20, BLOCK 2, SKY RANCH EST. P.I,D. NO. 015--302-44 LOT 19 EXIS'rlNG KEY BOX A B FCO 1.5' 29.0' ST1 6.0' 31.0' ST2 14.0' 35.5' DBL1 16.0' 36.5' DBL2 16.5' 37.0' DBL3 12.5' 39.5' DBL4 13.0' 41.0' DV 17.5' 38.0' 001 38.0' 16.5' MT1 '--35.5' 1 ,'5.0' JO02 44.0' 33.5' MT2 44,0' 35.0' 003 30.0' 57.0' MT 27.5' 52.5' NEW 4000 SEPTIC LOT 21 , NEW TRENCHES UNDEVELOPED PERMIT NO. SW980457 PAOE Munici~it oF Anchor~qe DEPARTMENT OF FIEA~_TH AND HUM~AN SERVICES ENVIRONMENTAL SERVICES DIVISION P.B. Box 196650 ®/~nchorage, ~.LL~ska 99519-665.0e Telephone, 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LOT 20, BLOCK 2, SKY RANCH EST. P.I.D. NO. 015--502--4.4 C02 = 98.7' C02 = 93.3' ~ I 003 = 9~.5'-- ~MT2 -- 86.7'_J MT3 = 85.7' MT1 = 85.8'-/~ · NO WATER FOUND 80.2' B.O.H. CO1 MTt j CO1 = 99.8' "" CO1 = 93.2' STI , $T2 fl/98.o fl "NEW PERFORMED FOR: /~ ~ k_ LEGAL DESCRIPTION: ,~' ,~¢¥ Municipality of Anchorage. DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG m PERCOLATION TEST ~Cl4 ~sr~)~ ~Township, Range, Section: 4- 5- 6- 7- 8- 9- 12 13 14 15 16 17 18 19 20 COMMENTS SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth Io Water Ailer .D,~.~/ Date: Moniloring? Reading Date Gross Net Depth to Net Time Time Water Drop ]o ~ ~ '~,~ 7 'N " I '/~" (~0 7o ~,~ '7 ~/~" / '1~" ~0 :~ ~,,~ 7" ~ '/~" PERCOLATION RATE TEST RUN BETWEEN ~ ~/ (minutes/inch) PERG HOLE DIAMETER __ 7 '1 '/ ~'__ FT AND ~i' '~" FT 11034 Eogle River Loop u:~ ., ACCORDANC~T~,TA[~CIPAL GUIDELINES IN EFFECT ON THIS DATE. 72-008 (Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN ~;-1, 1~ DATE: Rick Mystrom, Mayor Municipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska99519-6650 December 28, 1998 Robert C. Cowan, PE S & S Engineering 17034 Eagle River Loop Road Suite 204 F. agle River, Alaska 99577 Subject: Waiver Request for Lot 20 Block 2 Sky Ranch Estates #2 Waiver Request #WR980099 Parcel ID #1530244-00- SW980437 Dear Mr. Cowan: Your request for a waiver of the required 10 feet horizontal separation from tile absorption field to property line has been approved The approved separation distance is 40 feet. This waiver is fi-om the absorption field to the west property line. This waiver approval applies to the existing absorption field to property line separation only. Any future upgrade to the on-site ~vastewater disposal system will require ali separation distances be inet or another approval fi'om this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-4744. ~Sincerely, ( Daniel J. Roth Civil Engineer On-Site Water Quality Program MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-site Services Section Waiver Review Worksheet WR~ WR980099 PID# 015-302-44 HA~ Date Received: December 17, 1998 Legal Description: --Lot 20 Block 2 Sky Ka~¢h Estates #2 Engineer: Robert C Cowan, PE, S & S Engineering Permit ~_SW980437 17034 Eagle River Loop Road, Suite 204, Eagle River, Alaska 99577 Applicant: Noel Briody Waiver Requested: Lot Line waiver of & feet between the leachfield and the west property line Criteria: 1. Geology: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation TOTAL: 2. Special Conditions: Points: 3. Other: Waiver is Granted: % Waiver is NOT Granted: List Conditions or Reasons for above: ~E~ ~/df~ ~V~c~/6P Name of Reviewer Rec II: 04658/8110 Amount: $ 115.00 Date Paid: Dec 17, 1998 ROBERT C. COWAN, RE. ROBERT A. SHAFER, RE. SEWER & w,~rER MAIN EXTENSIONS SEWER &WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL fESf PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ON SITE WASTEWATE R DISPOSAL SYSTEM DESIGN December 2, 1998 CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 MUNICIPALITY OF ANCHORAGE DepartmentofHealth and Human Se~wices P.O. Box 196650 Anchorage, AK. 99519 RECEIVED DEC ~ 7 ?998 NiUnic~Pahty of A~lcho, rage Dept. Health & HUman Services REFERENCE: Lot 20, Block 2, Sky Ranch Estates #2 Subdivision This is to request a waiver for the horizontal distance between the leachfield and property line to 4 feet for the referenced property. We do not anticipate m]y adverse effects on neighboring wells, septic systems, reserve areas, or drainage patterns by the installation of thC $ septic system. The construction of this system will not prevent any future developement on any of the adjacent properties. If you require additional information, please contact us. Sincerely, Robert C. Cowan, P.E. RCC/rdp Enclosure RECEIVED DEC '/7 1998 6NVIRONMI~NTAL S~.RVICE$ DIVISION 17034 NORTH ~GLE RIVER LOOP · SUITE 204 · ~GLE RIVEH, A~S~99577 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 'i96650, Anchorage, AK 995'i9-6650 (907) 343-4744 \ L~t~J~ '- ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Nov 12, 1998 Expiration Date: Nov 12, 1999 Permit Number: SW980437 Legal Description: SKY RANCFI ESTATES #2 BLK 2 LT 20 Design Engineer: 0003 S & S Fngineering Owner Name: Noel Briody Owner Address: 11730 Shetland Heights Circle Anchorage, AK 99516-2317 Parcel ID: 015-302-44 Site Address: 011730 SHETLAND HTS CIR Lot Size: 13893 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [~ Disposal Field [] Septic Tank ~] Holding Tank [] Privy Private Well ~] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AACS0 ). 3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: HEAITHAUTHORITY APPROVALS ENGINEERrNG STUDIES AND REPORTS WELL INSPECTION & FLOWTEST SITE PLANS ROAD DESfGN SOIL TEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ONSITE WASTEWATE R DISPOSAL SYSTEM DESIGN RECEIVED DEC 17' 1998 ^NCHmA E TC COW^N, EN'~IRON~[[N?^I. SERVICES ~,IA: SHAFER, October 28, 1998 CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 MUNICIPALITY OE ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 20, Block 2, Sky Ranch Estates #2 Subdivision Request you issue a permit to install a septic system to serve the three bedroom dwelling ou the referenced property. A test hole was excavated aud percolation test performed. The approximate location of the test hole is located on the attached site plan. At the time of excavation 10/24/98 water was not encountered in the test hole. After seven days of ground water monitoring the monitoring tube was dry. We do not anticipate m~y adverse effects on neighboring wells, septic systems, rescrve areas or drainage patterns by the installation of the proposed septic system. The construction of this system will not prevent any future development on any of the adjacent properties. If you require additional infotxnatiou, please contact us. Sincerely, Robert C. Cowan, P.E. RCC/rdp Enclosure 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER, ALASKA 99577 ~" = 40' DESIGN o ~o DETAIL 15' WALKWAY PERFORMED FOR: LEGAL DESCRIPTION: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST ~ "~..' -~/>.~-"...'7 '~ ~,~ ,-o ~ ROBERT C. COWAN ~ j Township, Range, Section: 1 2 3 4 5 6 7 8 9 10 12- 13 - ~ ~7,, 0 14- 15- 16- 17- 78.--- a.O.lt. 19- 20- COMMENTS WASGROUNDWATER ENCOUNTERED? ~V~ IF YES, AT WHAT I~ DEPTH? -- pO E Depth lo Water Afler N/?/o/~. Monitoring? '~'~ Y Oate: SLOPE SITE PLAN Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE ~____~0__ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~) FT AND C-~ FT ACCOR DAN Ce ~I~L~J~[~I~PAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) SEWER&WATER MAIN EXTENSIONS SEWER&WATER INSPECTION ENGINEERINGSTUDIES ANDREPORTS WELL INSPECTION &FLOWTEST ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS RQBERT C. COWAN, RE. ROBERT A. SHAFER, RE, ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 REFERENCE: Lot 20, Block 2, Sky Ranch Estates #2 Subdivision October 28, 1998 GENERAL: The scope of this project includes the installation of a 1000 gallon septic tank and leachfield trench for the existing three bedroom house 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 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 fi'om 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 fi'om 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. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 17034 NORTH EAGLE RIVER LOOP SUITE204 EAGLE RIVER, ALASKA99577 Page 2 Lot 20, Block 2, Sky Ranch Est. #2 S/D Oct. 28, 1998 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. fi'om the tmtk. 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 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 b' ' ' ' arrter covers the entire gravel sm'face before placing backfill. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the desigm, 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. 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. Page 3 Lot 20, Block 2, Sky Ranch Est. #2 S/D Oct. 28, 1998 MINIMUM MATERIAL SPECIFICATIONS: Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pip~ 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 (Caukler, Fernco, or equal). A permeable nontoxic silt ban'ier (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, its gradation specifications must conform to cun'ent M.O.A. or D.E.C. requirements, which ever requirement applies. 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: Page 4 Lot 20, Block 2, Sky Ranch Est. #2 S/D Oct. 28, 1998 The first inspection must be conducted after the excavation of ditches, pits, sa'enches, 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 ban'ier, 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. 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. 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 sGRE~. E,R ANCHORAGE AREA BOR Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 JGH INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM ~. MAILING ADDRESS ~'Z'~/ ~/~'' -~ j])/t g PHONE '>2'o ', / . .c.. .~ - ,. ,_OCAT,O,.,/?,X.C, i'I C' .-~C 0 ~,.,~,-~ ~)= LEGAL DESCR,PT,ON -)1~-~O. l~.~,,,~¢.. :.~:O x f, o , SEPTIC TANK: GISTANCE FROM WELL ~/:2_0 MANUFACTURER INSIDE LENGTH "~ INSIDE WIDTH MATERIAL ~'~/~:f~ ~' // NUMBER OF · COMPARTMENTS LIQUID DEPTH -- .LIQUID CAPACITY /~_/~2~ GALLONS. ' ~ ' ~ ~ ' DIAMETER.~'DEPTH /~-'/DISTANCE FROM: WELL LINING MATERIAL4 //,] ~,~ CRIB SIZE: BUILDING FOUNDATION~ j ,I NEAREST LOT LINE ~ TOTAL EFFECTIVE ABSORPTION AREA (WALL· AREA) ADDITIONAL ABSORPTION WELL.: TYPE BUILDING FOUNDATION CESSPOOL APPROVED CONSTRUCTION NEAREST LOT LINE OTHER SOURCES · DISAPPROVED _ DEPTH NEAREST SEPTIC SEWER LINE TANK REMARKS DISTANCE FROM: SEEPAGE SYSTEM DISTANCES: LOT SLOPE: Form No, EQ-031 DIAGRAM OF SYSTEM X:'~ ~..'.,~.~ :1~ GREATER ANCHORAGE AREA BOROUGH PERMIT NO. SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT SOIL 'reST RESULTS FOUNDATION TO SEPTIC TANK "~ /~ SEPTIC TANK ~]]~_, SEEPAGE PIT ~¢'~ ~/ , DFtA[N FIELD/~ /~ WATER MAIN TO S~PTIC TANX .... SEEPAGE PIT .--¢ --¢ GRAVEL BACKFILL CONFORM TO [3OROUGH ~:~EGULATIONS F1EGARDINg INSTAI_LATION. 3AM~S W. ROONF.¥, P. [. JAMES It. W~ ti_MAN, ILE, 229 EAST 51st. AVE. - P.O. 80X 6087 - ANCHORAGE, A[ ASI(A 99903 TELEPlIONE 907 279- 0483 TELEX 000- 35,1 ?9 Geologists Land Sun,eyo,,s August 14, 1973 36646 Mr. Royce Huggins Modern I.Iomes Inc. 838 56'.':h Avenue Anchorage, AK 99502 , .] Re: Test Hole and Soz.. Log Reporh for Sanitary System, Lot 20~ Block 2~ ,~ky Ranch E..)6at, e..~ Dear Mr. Iluggins: We are submitting herewith the test boring results and our comments regarding soil conditions encountered at the subjec-~: site. This investigation was performed in accordance wi[h your requesi: of August 10~ 1973~ and those procedures outlined in a letter dated Sep'(:embcr 1.3, 1971 by Mr. Roll Strickland of the Greater ~nchorage Area Borough Department of Environmental Quality. A single test hole was put down within the Lot 20 building site for 'the purpose of defining genera[L subsurface soil conditions for the proposed sanitary system. Excavation was accomplished with a tractor..mounted backhoe and 'the test hole was extended to a total depth of 18 feet below ground surface. The final log prepared for the test hole has been included in Drawing A-01. Ground water was nob encountered in the test hole. We appreciate being given this opportunity to be of service to you. Should you have any questions with regard to the above, please do not hesitate to contact us. Very truly yours, R & M ENGINEERING & GEOLOGICAL CONSULTANTS Rooney ' ~ / JWR: WED: ph xc: GAAB T.H.~ I 8~ I0 ~ 73 ~, .... &~*,:~-c'~ ................o.~', ~l ............................. ~'l OR(;ANIC SILT ~ SILTY SAi]gs, f:lN[; GRAIN SIUf'~ 'I'RACE S,c,t'~D (t¥1L) SILTY SANDS FINE GRAIN TRACE GRA//EL ( SILT, TRACE SAND (ML) 18.0' No Waier Tcble T.D. rl. F.'-'ngmo~)ring ,r~ O.eolo,;-Jicc;I O,'orlmJl Willi(]m Rhedes Property LOG OF TEST HOLE Anch0rage DATE 8' 1.2.' 73 SCALE -t- GO' R I-t/ZI~,~t,T$ ~1~. Iron Pipa Sfoel Pin Survey Hub (~