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Home My WebLink AboutMCMAHON #1 BLK 6 LT 1 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: ~W' c~20'~O1 PIDNumber: Name: ~ Upgrade HA~Ci~ NA'-rTRASF Wastewater System: [] New Address: 3701 KUTC~/~R b~ , A~C~, ~/~5/~ ABSORPTION FIELD INd. of Bedrooms: Phone: ~ ~ -~O ~1 ~ ~ Deep Trench ~ Shallow Trench B Bed ~ Mound ~ Other LE GA L D ES C R I PTI O N so, Rating: J.O GPD/Sq. Ft. Totall~,~,Depth from~ originalj~¢ grade: Lot: Block: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe Township:l~ ~ Range: ~ ~ Section:~ Fill added above originalo,~ grade: Ft. Gravel length: ' ~. Ft, WELL: E KtST~N~ew D Upgrade Gravel width: Number~of lines: O'istance between lines: 2. ~ Ft. Ft. Classification (Private, A,B.C): Total Depth: Cased To: Total absorption area: Pipe maleriah Ft. Ft. i ~O SQ. Ft. ~" ~F F Driller: Date Drilled: Static Water Level:Ft. Installer:~S ~C~¢~t N ~ Date installed: ~O Yield: GPM Pump Set at: F . Casing Height Above Ground:Ft. ~ TAN K SEPARATION DISTANCES '~Septic ~ Holding ~ S.T.E.P. To Septic Absorption Lift Holding Public/Prival8 Manufacturer: CapaciW in gagons: From Tank Field Slalion Tank S .... Lines ~ ~( H OR~ ~N~ ~ 2 ~ Well ] ~3 ' ~ o f i ~ ~ ~ I Material: ~T~L Number of C~partments: Surface Water >1OO' >~o~' ~ - >/o~' LIFT STATION Lot Size in gallons: ~ Manufacturer: Line ~0' 2~' -- -- 3°, I Foundation ~ ~ ~Ot ~ ~ O "Pump on" level at: "Pump off" level at: High water alarm al: Curtain Pump Make & Model I Electrical Inspections performed by: Drain ~ ~ ~ ~ BENCH MARK Remarks: ~¢ ,~Af(,~ ?~¢ Localion and Description: Assumed Elevation: J ENGINEER'S SEAL ~lattop Technical Services ~eep~e p;~ f~ ~ p~p~ 14530 Eci~o In~peofions pedormedby: ~TTO~ T~C~ ~C~ Da~es' ls~ ff~o]~z ~.'~OTH~?; Department of Health and Human Services approval ~, .THEODO~5 '-/- "--' , . ,.. Reviewed and approved by: ~ uate: /~ ~,~'..~.~_.c~-35~........ 72-013 (Rev. 9/91) MOA 25 · Permit No.. Page ~ of ..3' Municipality ot Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P,O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343:47'~,'~'';''' ;' On-Site Wastewater Disposal System and/or Well Inspection Report Legal Description: lot' ~, ~loct~. ~', I,.f, ~lcd~o,o 1~_~ PID No.: A B Techn'~ca! Servicbs 14530 ECho Street Alaska 99516 72-013 A (2/91) MOA 25 ENGINEER'S_SEAL &~...... ~ ~ ,~ · ODORE ~, ~OORE ~ ~, '. c~-3ss~ PermitNo. SJV' cJ2, O~C)[ Page ,~ ' of 3 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-47'44 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Description: LoT I,. BLK (o, ~JcJ~/J/~oN ~' I PID No.: O 175{~ No ~T, 72-013 A (2/91)MOA 25 ~.k[ttop Technical 14530 ECho ·Street 9951 ENGINEER'S SEAL '-: h THEOOOi~ F. k~C'ORE ,' 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 WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW920301 DESIGN ENGINEER:FLATTOP TECHNICAL SERVICES OWNER NAME:NATTRASS MARCIA V OWNER ADDRESS:3701 KUTCHER DR ANCHORAGE, AK 99516 DATE ISSUED: 9/21/92 EXPIRATION DATE: 9/21/93 PARCEL ID:01736123 LEGAL DESCRIPTION: MCMAHON #1 BLK 6 LT SEC 28, T12N, R3W, SM LOT SIZE: 38592 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD 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 (iSAAC80). 3. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: VERIFY PERC FOR ANY CHANGE IN SOILS. TO ANY CHANGE IN DESIGN. RECEIVED BY: C ~/,C~/ ISSUED BY: . v __ NOTIFY DHHS PRIOR DATE: CIVIL & ENVIRONMENTAL ENGINEERING · ENERGY CONSERVATION & ANALYSIS THEODORE F. MOORE, P.E. 14530 ECHO ST. PH: (907) 345-1355 · September 15, 1992 ANCHORAGE, ALASKA 99516 M.O.A. DHHS P.O. Box 19-6650 Anchorage, AK 99519 Dear Sirs: The purpose of this letter is to provide the required design narrative in support of our application for a permit to upgrade the wastewater disposal facilities on Lot 1, Block 6, McMahon S/Dgl, located at 3701 Kutcher Drive. Soils logs, perc test results, a site plan, design drawings and specifications are enclosed for your review. The proposed system will be constructed in the vicinity of test hole # 2. As can be seen from the soil log, the native material between 7' and 18.5' is a slightly silty gravelly sand with a measured perc rate of 2 minutes per inch. Using a slightly conservative soil application rate of 1.0 gpd/sq, ft., this 4 bedroom residence requires a total absorption area of (4 x 150)/1.0 = 600 square feet. The proposed 45' long Ixench with 7' of sewer gravel beneath the distribution pipe has a total absorption area of 630 square feet. Since this project will upgrade the number of bedrooms from 3 to 4, a replacement site for another 4 bedroom trench has been designated on the site plan. The topography of the !ot is generally level in the area of the proposed construction, with higher ground to the east and north. No groundwater was observed in the 18.5' deep test hole #2 after a 7 day monitoring period. The proposed project will have no impact on present or future water supply and wastewater disposal systems Serving adjacent properties, nor will it have any impact on reserved space/surface and subsurface, or on drainage. Please give me a call at 345-1355 if you have any questions on this submittal. Sincerely, Ted Moore, P.E. LOT ~o hZ~L .~ LoT ~IE L~ /~ 8SoR' PTiO~4 e. o 2' Flatfop Technical Services 14530 Echo Street Anchorage, Alaska 99516 LoT' 2. To B¢ F~b C O, IdELL LoT I~ L I~ B .SEPT lC Nc MAI-tON S/b ''~ J ,SYSTEN UPGRAbE SITE' PLAN SCALE.: I"'-SO' DAT£: 9/92 b~ B"/: ~ /~'~ APP~ox I ~ATg. PLAN V~Ew --- /0 s~c~loN A-A SCALE: ~"=~ Flatt0~b TechnfcaI Services 14530 Echo Street .~nchorage, Alaska 9951 q LI) B(~,V~cVIAt~ON "S/b ¢1 SOIL. AIS$ORPTION TRENCH PLAN 4- C'RoSS SECT~OH Flattop Technical Serv~ces 14530 Echo Street, Anchorage, AK99516 Phone (907) 345-1355 Lot 1, Block 6, McMahon S/D #1 3701 Kutcher Drive Wastewater disposal system installation Specifications 1.0 General: 1.1 The scope of the project consists of abandonment of the existing septic tank and seepage pit and installation of a new 1250 gallon septic tank followed by a 45' tong soil absorption trench with 7.5 feet of sewer gravel. 1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor deviations from these drawings may be allowed or requh'ed by the engineer conducting the inspections.. All construction procedures and material specifications shall conform with Municipal and State requirements. All separation distances shell be in conformance with Municipal requirements, unlesS Specifically waived: 1.3 The contractor shall be responsible to obtain any necessary utility locates, and to work around buried utilities. 1.4 The contractor shall provide adequate cover material and rough grading over all system c.omponents to ensure that proper drainage is achieved after settlement and that there are no residual depressions. Insofar as possible the contractor shall minimize damage to trees and existing lawn m'eas. 1.5 unless specifically agreed otherwise, the homeowner shall be responsible for arranging for finish grading, placement of topsoil, and reseeding all areas disturbed by the construction. 2.0 Septic Tank: 2.1 The existing septic tank and seepage pit are to be properly abandoned by pumping, removing their tops, and backfilling with clean soil. 2.2 A new 1250 gallon septic tank is to be installed in the approximate location shown, outside the 100' radius from the well. 2.3 The septic tank shall be Municipally approved with two compartments, and shall be set level on undisturbed soil. Each compartment shall be equipped with a watertight manhole cover and a 4" cleanout. If the tank is buried less than 4 feet, it shall be insulated with 2 inches of approved burial type, rigid insulation. 2.4 All pipe connections to the tank shall be equipped with waterproof mechanical couplings. The waste line from the residence to the septic tank shall have a minimum slope of 1/4'" per foot, and the waste line between the tank and the soil absorption system shall have a minimum slope of 1/8, per foot. The conu'actor shall verify that there is a functional foundation cleanout, and shall install a double cleanout within 5 feet downstream of the septic tank. 2.5 The alignment of the waste line from the new septic tank to the soil absorption trench shall be .configm'ed per the property owner's wishes to minimize disturbance to the natural vegetation. If desired, ~t may tee into the horizontal distribution pipe instead of leading into its south end as shown on the plans. 3.0 Soil absorption system: 3.1 The soil absorption system shall be constructed by excavating a 45' long trench to a total depth of 14' below the ground elevation in the vicinity of test hole #2. The bottom of the excavation shall be level. Any compacted or smeared surfaces shall be raked to allow proper infiltration. ' -"~- ...... : '- 3.2 A total of 7.5 feet of approved sewer gravel shall be placed in the bottom of the excavation with the perforated distribution pipe laid level such that the pipe inverts are no less than 84 inches above the bottom of the sewer gravel. Sewer gravel shall be 0.5" - 2.5" screened gravel, with less than 3% passing the #200 sieve. 3.3 Care shall be taken to ensure that adequate slope is maintained between the septic tank outlet and the perforated distribution pipe. 3.4 Monitor tubes and cleanout pipes shall be of 4" diameter and installed in the locations shown on the design drawings. The portion of the monitor tube extending through the sewer gravel shall be perforated. 3.5 Approved filter fabric shall be placed over the ei~tire top surface of the sewer gravel. The top surface of the cover material shall be raised a minimum of 12 inches higher than the sm'rounding terrain to allow for subsequent settlement, and shall be graded to smooth contours. 3.6 All lawn areas disturbed by the construction shall be covered with 4 inches of topsoil and seeded. This finish work shall be the responsibility of the owner. 4.0 Inspections: 4.1 A total of 4 engineering inspections will be required during the course of the project: (1) initial stakeout with the contractor to establish the location of the system and to discuss the plans, specifications and construction procedures, (2) after the native material has been excavated to expose the infiltrative surface to ensure that it is level and at the fight elevation, and conforms with the soil test information, (3) after the sewer gravel is in place and the distribution pipes have been laid and connected up to the septic tank, but prior to placement of filter fabric, m~d (4) after final backfill and grading is complete. The septic tank requires one inspection after it is set level and the piping connected, but prior to backfill. This inspection may be incorporated with any of the above inspections. 4.2 The installer shall coordinate the timing of the inspections with the engineer sufficiently faa' in advance to ensure the availability of the engineer. PERFORMED FOR; bON LEGAL DESCRIPTION: ,~OT I ~ 9 10 11 12 13' 14 15 16 17 18 ~19, 20- 1 4 ~0 F T SP CLE&N MEb~u~ 5,~ND ---~ ....... - 7 8 5~ DAR~ WAS GROUND WATER ~OIST ENCOUNTERED? NO ~4530 Echo Street , , Munlclpallly of Anchorage ......... DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST N~TTR~5S DATE P~RFORM~D; ~LK~, ~c~0N'~[~ Township, Range, Section: ~LO.~ S~T~ ~LAN I Nc~E.A<~ 1~6/..,f ~;ILTy E IF YES, AT WHAT L ,,~ DEPTH? '-~- ~ ..'-- __..--. -. Oeplh to Water Alter Reading. Date Gross Net Depth to Net Time Time Water Drop ~;z" SoA~. $]2~__ I:~ff 27 3/8 H2o 2;lC 23y~ -21 Y~ ~ ~ 2: 5~: ~o Io 2 2 318 ~o 3:08:00 2~ q//~ PERCOLATION RA1 E J ( TEST RUN BETWEEN ~7. 7,~' COMMENTS ' ~ (minutes/inch) PERC HOLE DIAMETER ~ ,'/ - _ ET AND . ~.~'~' FT ACCORDANCE WITH ALL STA'TE AND MUNICIPAL GUIDELINES iN EFFEC'I ON TI-liS DATE. DATE: . ¢,._//6--/~ "~ 72-008 (Rev. 4/85) LEGAL DESCRIPTION: ~p 2 4 6 7 8 9 5P F,S. 10 11 12 13' 14 15 16 17 18 ~9 2O Flat[Si5 Tschn~caI Ss~vfces 14530 Echo Street Anchorage, A!asl,:a 89516 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION 'rEST ' N/~TTRA$S BROWN 5ANb"J GRAVEL LOOSE. "~LACK 5ANb~ tRAVEL DRy GRAVEl. L'-/ COMMENTS Township, Range, Section: SEC 2~. TI2N., SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? ,, IF YES, AT WHAT L o DEPTH? p E Oeplh lo Wal0r AFter Reading Date Gross - Net Depth to Net Time Time I,~,IN Water tNCI'J Drop ~1 ~_ 3:q~:ro 2 22 '~6 j ~2 3:~:3o 2 22 Y~ ) Y~ PERCOLATION RA'I E ,~- (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~'~ _ FT AND ~O. 0 FT , EXCELLENT' t'IATE~ AL FoR TRE,"fCN ,~ysTEt4 (;P ~J'rRATU~ EXTENDS' ~gEPE~, ~)_ [~/. E~b oF T, N'. PER~'ORMED By: F ~. ,~'~'T DJ~ , 'T.~. C j~ ~:~'C S- , ~:'" --~--~. ~.~"¢--~L CERTIFY THAT THIS TEST WAS PERFORMED iN ACCORDANCE W~T, A'' ST^'r. AND MUN,C,P^L GU,DEUNES ,N 72-008 (Rev, 4/85) PERFORMED FOR: DON LEGAL DESCRIPTION: ~LoT I t Flatt6~ T~chflfcal Services 14530 Echo Slreet Anchorage, Alaska 99516 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 625 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST T,t~. ~3 NATTRASS 2~ 3 (~ I"~ SILT"/ SA I,(b"~ ~I~AVEL 5 PocK£'r5 oF ~L 6 '7 8 9 10 11 12 13- 14 15 16 17 18 79 20 5W ~LAc K G~AVELL'{ SP COMMENTS _'~D ~,T. SET. PERFORMED BY: FL~TTDP Township, Range, Section: SEC 2~. TI2~ 'E SLOPE SITE PLAN WASGROUND wATER ENCOUNTERED? N S IF YES, AT WHAT L DEPTH? O P E ~,~J~l) I]cplh l0 Waist ^lief V~R¥ FtNE ~REY, b£~SE Reading- Date Gross Net Depth to Not Tim6 Time Water Drop PERCOt:ATION RATE -__ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN -- FTAND FT DuG 'To_.'D._~Tj~-~t"II_NE ('ONTINUlT¥ OF SOlL~ 'l'£c/t SF'_C 5 _ i _ .~-~_ ~._ . CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STA'TE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: -~'~)/-E,~ ~/' /,.5'~ /~ 72-008 (Rev, 4185) ~ ' GRE/'<' R ANCHORAGE AREA BOR " GH ~.~.~.~ Department of Environmental Quality ~ 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME ~:*D ,Z~)~'~) MAILING ADDRESS 7///~/ f~'/¢)'~'/-Z~ LOCATION ~-~1~/~'- p~/~t/~/d~/'/~/PZ:t~d~C/~LEGAL DESCRIPTION ~K'~ / SEPTIC TANK: ~n~/~Y NUMBER OF DISTANCE FROM WELLwrr --/D~// MANUFACTURER ~gg/~--~ MATERIAL ''f'ZZE g/~ COMPARTMENTS INSIDE LENGTH ~ INSIDE WIDTH ~ LIQUID DEPTH ~ LIQUID CAPACITY //~-~) GALLONS. z / / SEEPAGE PIT: /q/ ,~ :2~ / / NUMBER OF PITS / DIAMETER~--'--- OR WIDTH LENGTH ~, DEPTH LINING MATERIAL ~ d CRIB SIZE: DIAMETER ~DE~TH ~' / DISTANCE FROM: 2~ TOTAL EFFECTIVE BUILDING FOUNDATION ~'~, NEAREST LOT LINE ' WELL / ,/.~¢ ABSORPTION AREA (WALL AREA) ~/~ SQ. FT. ADDITIONAL ABSORPTION -- WELL: TYPE /~2/g'~/~v~ ~"g~ CONSTRUCTION BUILDING NEAREST / FOUNDATION ~? LOT LINE CESSPOOL OTHER SOURCES APPROVED DISAPPROVED NEAREST SEWER LINE REMARKS DEPTH ~ DISTANCE FROM: SEPTIC ,4p~/~o/ SEEPAGE /5L~ ~ · TANK /~¢/, SYSTEM DISTANCES: INSTALLED BY: d,/ff,4/d /~W/~,P~z' PIPE MATERIAL: LOT SLOPE: REMARKS: Form No. EQ-031 /q /APPROVED G.A.A.B. GREATEr ANCHORAGE ArEA BorouGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C' STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-/~561 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMit NO. INSTALLATION OF: SEPTIC TANK ~) SEEPAGE PIT TYPE AND SIZE OF FACILITY TO BE SERVED ~ , DRAIN FIELD , OTHER. FINANCED THROUGH COMPLETION DATE ANTICIPATED TO BE INSTALLED BY NOTE; THIB PERMIT IS NOT VALID WITHOUT SOIL TES'f FINAL INSPECTION: 24: HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT Final INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK ~'~ FOUNDATION TO SEEPAGE Pit ~'~:~ SEPTIC TANK TO SEEPAGE PIT WALL ~/ ~ SEPTIC TANK ~ ~- t TO NEAREST LOT Line. WELL TO SEPTIC TANK DRAIN FIELD , DRAIN FIELD . SEEPAGE PIT ~ ., DRAIN FI~;LD /oo' SEEFAGEPIT ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD SEPTIC TANK, , SEEPAGE PIT , DRAIN FIELD TO RIVER, LAKE. STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND into CRiB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING l~LATION. OR DIAGRAM OF SYSTEM I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THe ABOVE DATE /~ APPLICANT'S SIGNATURE R&M ENG" EERING & GEOLOQIC t CONSULTANTS 229 EAST 51st. AVE. - P.O. BOX 6087 - ANCHORAGE, ALASKA 99503 TELEPHONE 907--279--0483 TELEX 090--35419 Civil Engineers Geologists Land Surveyors JAM~ W. ROONEY, P. E. MALCOLM A. MENZIES, P.E., LS. JAMES H. WELLMAN, P.E. RALPH R. MIGLIACClO Engineering Geologist. May 14, 1974 Rappe Excavating 8001 Arctic Boulevard Anchorage, Alaska 99502 Re: R & M No. 462028 B.~C~IVED _ 6 1974 GREATER ANGHORAGE AREA BOROUGH ~E?T, OF ENVIRONMENTAL ~UALI~Y Test Hole and Soil Log Report for Sanitary System, Lot 1, Block 6, McMann Subdivision Gentlemen: We are submitting herewith the test boring results and our comments regarding soil conditions encountered at the subject site. This investigation was performed in accordance with your request of May 13, 1974, and those procedures'outlined in a letter dated September 13, 1971 by Mr. Rolf Strickland of the Greater Anchorage Area Borough Department of Environmental Quality. A single'test hole was put down within the Lot 1 area for the purpose of defining general subsurface soil conditions for the proposed sani- tary system. Excavation was accomplished with a tractor-mounted backhoe and the test hole was extended to a total depth of 14.0 feet below ground surface. The final log prepared for the test hole has been included in Drawing A-O1. 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, INC. ~James W. Rooney JWR:ph xc: GAAB // ANCHORAGE FAIRBANKS JUNEAU NOTE: T.H. 1 5-13-74 0.0~ ORGANICS Silt, Trace Sand (ML) 0.5t Silty Sand (SM) 'Sand, Some Gravel (SP) 7.0' Sand, Some Silt (SP-SM) No Wa~er Table Test hole excavated with tractor-mounted backhoe. 14J0' T.D. Engineering ~ Geological Consultants Inc. A.CHO.AG[ rAreSt. KS ALASKA JU.EAU DAV~ 5-13-74 I$CALE 1"=2' [~WNSY JWR ICH~:O.¥WgD 04227~ RAPPE EXCAVATING LOG OF TEST HOLE Anchorage Alaska IP~OJ. NO. 462028, IDwe NO. A-O1