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Home My WebLink AboutZANTHA VISTA #1 BLK A LT 9 R&M Civil Engineers ENC.NEERING & GEOLOGIL. ,L CONSULTANTS 229 EAST 51st. AVE. - P.O. BOX 6087- ANCHORAGE, ALASKA 99503 TELEPHONE 907-279-0483 TELEX 090-35419 Geologists Land Surveyors JAMES W. ROONEY, P. E. MALCOLM A. MENZIES, P.E., L.S. JAMES N. WELLMAN, P,E. RALPH R, MIGLIACCIO Engineering Geo]ogisL June 18, 1974 R & M No. 36637 Mr. Carl Luchsinger Box 94, Star Route. A Anchorage, AK. Re: Test Hole and Soil Log Report for Sanitary System SE 1/4, NW 1/4, NE 1/4, NW 1/4, Section 24 TN12N, R3W, Dear Mr. Luchsinger: We are submitting herewith the test boring results and our comments re- garding soil conditions encountered at the subject site. This investi- gation was performed in accordance with your request of June 11, 1974, and those procedures outlined in a letter dated September 13, 1971 by Mr. Rolf Strickl~nd of the Greater Anchorage Area Borough Department of Environmental Quality. A total of two test holes was put do~n within the Sect:ion 24 area for the purpose of d&fining general subsurface soil conditions for the proposed sanitary system. Excavation was accomplished with anauger type drilling rig and the test hole was extended to a total depth of 25 feet below ground surface. The final log prepared for the test hole has been includsd in Drawing A-01 and A-02. Ground water was not 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 JWR:kd xc: GAAB ANCHORAGE FAIRBANKS JUNEAU TH-1 6-14-74 0.0~ ORGANIC MATERIAL (PEAT) 1.0' ORGANIC SILT 2.5~ SILT, SOME SAND TRACE GRAVEL (ML) 4.0I S,LTY SAND, W/SO M RAVELs. , SAND, SOME GRAVEL TRACE SILT (SP) 8.0 SILTY SANDS SOME GRAVEL W/COBBLES (SM) GRAVELLY SAND TRACE SILT (SP) NO WATER 'FABLE 21.0' 25.0' T.D. NOTE: Test hole extended with auger type drilling unit. Engineering I~ Geologicol Consultonts Inc. ANCHOR AG[ ~Am.^.KS ALASKA ,~U,EAU $CALI[ DWN BY WED eyWED CARL LUCHSINGER PROPERTY LOG OF TEST BORING ANCHORAGE, ALASKA PROd. NO, OWG NO. A-OI TH~I 6-1 0.0' ORGANIC MATERIAL (PEAT) ORGANIC SILT (ML) 2.5 SILTY SAND W/SOME GRAVEL (SM) 6.5 GRAVELLY SAND W/SOME GRAVEL (SM) 23.0' GRAVELLY SAND, TRACE SILT (SP) 25.01T.D NO WATER TABLE NOTE: Test hole extended with auger type drilling unit. I~ Engineering I& Geological Consultants Inc. ANCHORAGE FAIRBANKS ALASKA ,~U.EAU CARL LUCHSINGER PROPERTY LOG OF TEST BORING ANCHORAGE, ALASKA ,~AT[ 6'~ l, 7,'~7%~J~cJ~l'-[ , 11 I"~ · 0 ' [ D,WN ~Y ~E~) ICH,KD I]Y ~ED 1P~OJ. NO, L~ T~ 103~ IDW(~ NO',`[, A--02 Civil Engineers ENGh , ERING & GEOLOGIC ... CONSULTANTS 229 EAST 51st. AVE. - P.O. BOX 6087 - ANCHORAGE, ALASKA 99603 TELEPHONE 007-2?9-0483 TELEX 090-35419 Geologists Land Surveyors JAMES W. ROONEY, P. E, MALCOLM A. MENZIES, P.E., JAMES H. WELLMAN, P.E. July 15, 1974 Mr. Roger Spach 103 East 26th Ave. Anchorage, Alaska R & M No. 3663? Re: Test: Hole and Soil Log Report for Sanitary System SE 1/4, NW 1/4, NE 1/4, NW 1/4 Section 24, TN12N, R3W, S.M. RALPH R. MIGLIACCIO Dear Mr. Spach: We are submitting herewith the test boring results and our cormnenks re- garding soil conditions encountered at the subject site. This investi- gabion was performed in accordance with your request of June ].1~ 1974, and those procedures outlined in a letter dated September 13~ 1971 by Mr. Roll Strickland of the Greater Anchorage Area Borough Department of Environmental Quality. A total of two test holes was out down within the Section 24 area for the purpose of defining general subsurface soil conditions for the pro- posed sanitary system. Excavation was accomplished with an auger type drilling rig and the test hole was extended to a total depth of 25 feet'~ below ground surface. The final log prepared for the test hole has been included in Drawing A-01 and A-02. Ground water was not encountered in the ~est hole. Original boring completed for Mr. Carl Luchsinger before purchased by Mr. Spach. This report has been changed to reflect new ownership. 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~ INC. William E. Duncan WED:kd xc: GAAB ANCHORAGE FAIRBANK~ ' JUNEAU YH- I 6-14-74 NOTE 0.OI ORGANIC MATERIAL (PEAT) 1.0' ORGAN C SILT (ML) 2.5' SILT, SOME SAND TRACE GRAVEL (ML) 4.0' SILTY SAND, W/SOi~MGRAVEL(s ) " 5.5' SAND, SOME-GRAVEL TRACE ;... (SP) ..... ........... · ~'.' S I LT' ' · ': :.:i-,.~. ~ i~~ .L.'~ :' "-"'" ,-'", ....." '" ~ ' ..... ~,.~:" '"' ' SILTY SANDS SOME GRAVEL '-. ' W/COBBLES (SM) '. / = -:": :.. 2~:0!. ,, :'._. :~'~.:.:! .,':._.."~;. GRAVELLY SAND TRACE SILT (sP) · ' · Tes~ hole ex~ended with auger type drilling unil:, ..-, - ..- :,-:,,::.,. ;., J~ Engineering ~ GeologicaJ Consultants ~ ANCHORAG~ FAIRBANKS ALASKA JUNEAU .~: RO'GER SPACH PROPERTY ,,.,LOG OF TEST BORING ~ ANCHORAGE, ALASKA CHKO I~Y WED P~Od. NC ORGANIC MATERIAL (PEAT) ,1.5' "' ':"'","' ORGANIC SILT .(ML) " 2.5" SILTY SAND W/SOME GRAVEL (SM) ..] ' ':" , 'i :".'.?::'":; ~ ,: . : .?~'~ i:.i~::L.:~ ~':?:' ..;, ,,-.' '. :. '!'. ~',,-. '-7 GRAvELLY~: SAND ' W/SOME GRAVEL, ................. NO. WATER TABLE : ' -~ :, ..... NOTE: Test hole extended with auger type drilling unit." .' ' -- "'~. ' /Engineering ~ Geologicol Consultonts Inc. ANCHORAOE FAIRBANKS ALASKA ~u.~Au .~ 'ROGER SPACH PROPERTY .ANCHORAGE, ALASKA 1"-4.O' mw~ BY WED CHKD e¥. WED P~OJ. NO. owe ~o. A-02 ' Performed For Legal Description: Lot Block TNis Form Reports Soils Log Soil Test Must Be Logged To 4' Depth Feet Soil Characteristics GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY Case # 330 C Stree~ ANCHORAGE, AI_AS~<~950A/ .Dated Performed Subdivision Percolation Test. Below Proposed Seepage System - Was Ground Water Encountered? If Yes, At What Depth? Reading Date Gross Time Net Time Depth to H2D Net Drop Percolation Rate Minute Proposed Installation: Seepage Pit Drain Field Depth of Inlet Depth to Bottom of Pit or Trench COMMENTS: .~-~ '~ ' . -- ~ . ~z' . ' ' - Test Performed BY /~.~ ~ - :_~F~F~.~ Date Certified Date: