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Home My WebLink AboutKNIK HEIGHTS BLK E LT 3: 017 2.1 Well Owner Location DRILLING, INC.-4/ Roger Woods DRILLING LOG · ' Dom, TUJe of Well address of: Township, Range, Section, if known; or distance main road L3 B!k E Knlk Hgts., Anchorage Size of casing Static water level 80 Screen ( ); Describe screen or perforation 5 Well pumping test at,__gallons per of drawdown from static level. 10/14/77 Date of completion Depth of Hole 99 ' feet Cased to 95.5 feet ft. (~q~) (below) land surface. Finish of well (check one) open end ( Perforated ( ). (minute) for ~ hours with WELL LOG x:< ); Depth in feet from ground surface Give details of formations penetrated, size of material, color and hardness 0 2 15 3O 95 2 TO_ ,TO .TO 15 3O TO_ 95 TO 99 TO_ TO TO_ TO TO TO TO TO TO______ Casing stickup Organics Silty gravel Geavelly hardpan ~ravelly hardpan: cobbly Water gravel 2 -- ST 'all Dr~lling Parmk [~umbar: SW ,¢~1 De~c~pd. on ~p S~e ~ hp [~es~ ~d~p~ar B-m~M De?~: /~ feat [t!es~ &daFter ~l~afacmraf ~ Municipality of Anchorage DEPARTMENT OF HEALTH & I:NVlF{ONMENTAL PROTECTION POUCH 6-650 ANCHORAGE, ALASKA 99501 NAME ADDRESS INSPECTION REPORT ON~_O~NS~ITE_SEWAGE DISPOSAL SYSTEM AND/OR WELL PHONE(S) LOCATION ~t.~T~41~...'ToI'J ~b O~'~' ]'" LEGAL DESCRIPTION ~3 ~ ~ PERMIT NUMBI:R #OF BEDROOMS SEPTIC TANK \ oo0 MANUFACTURER ~,~_~ ¢-.(:;(~-,¢-., /CAPAClTY IN GALS. MATERIAL ~"~'"L~ E~ b INSIDE DIMENSlON¢ LENGTH |WlOTH #OF COMPARTMENTS DEPTH SEEPAGE SYSTEM []TILE DRAINFIELD ~IUMBER OF LINES LENGTH EACH TOTAL LENGTH DISTANCE BETWEEN LINES /TRENCH WIDTH DEPTH,~ ~T' ._~ ~T z~r ~ TILE TO G~ADE FILL BELO~ TILE F LL ABOVE T~LE ];i~,,SEEPAGE TRENCH OR [] orr -,~t \ ~ [] LOGCRIB [] RINGS- DIA. FILL MATERIAL DEPTH DEPTH ~J/~ 50TLAJ-~E_E.EECTIVE ABSORPTION AREA: z]b% Z~- ~SQ. FT. WELL CLASSIFICATION DEPTH PIPE" MATERIAL I~N_ST~AL].ER '~'~\L..L ~--------O~r_%'U~ REMARKS DISTANCES WELL LOT LINE FOUNDA- TION SEPTIC TANK SEEPAGE SYSTEM · b \oo '-b .5'0 SEWER LINE C ESSPO 0 L SYSTEM DIAGRAM WELL 4" e, 0 August 1, 1977 R&M NO. 751205 Roger Dittner 7530 Pata Circle Anchorage, Alaska Subject: Soil Investigation for Sanitary Sewer System, Lot 3, Block E., Knik Heights Subdivision, Anchorage, Alaska Dear Mr. Dittner: At your request of July 27, 1977, we conducted a subsurface soils investigation at the proposed location of the sanitary sewer system on the subject lot. The investigation complied with those procedures re- quired by the Municipality of Anchorage Department of Health and Environ- mental Protection. This investigation, which was accomplished on July 29, 1977, consisted of a test hole drilled to a depth of 20 feet below the existing ground surface. The test hole was sited according to your instructions and its location is shown in attached Drawing A-01. Drilling was accon~lished with a rotary drill rig using continuous-flight solid-stem auger with an outside diameter of 6 inches. A sample was taken at the depth shown on the soils log in Drawing A-01. The sample will be held in storage at our lab for approximately six months. In addition, all material brought to the surface by the auger was continuously monitored by an experienced engineering geologist. The topography at the drilling site is generally horizontal. At the time of the investigation, the site had original vegetaZion consisting of spruce, fir, birch and low brush. The top of the test hole was located at original ground surface. The soils encountered in the excavation are shown in the test hole log in Drawing A-01. The symbols used in Drawing A-01 are explained in Drawings B-01 and B-02. This log displays specific conditions encountered at the test location. However, subsurface conditions may vary in other parts of the lot without any apparent surficial evidence of the change. Groundwater was not encountered. Bedrock was not encountered. At the time the hole was drilled seasonal frost was not present. Permafrost was not encountered. Based on the visual classification of the soil and the requirements set forth by the Municipality of Anchorage, a percolation test was not necessary within the test hole on the subject lot. August 1, 1977 Mr. Dittner: Page -2- We appreciate this opportunity to be of service to you. Please contact us if you have any questions concerning this letter of if we can be of additional service. Very truly yours, R & M CONSULTANTS, INC. Stephanie Hoag Staff Geologist Jim McCaslin Brown, Ph.D. Head, Earth Science Department SH:JMB/sl Attachments: Drawings A-01. B-01, B~02 LOCATION SKETCH 175' 9~'® LOT 3, BLK. E, KNIK HEIGHTS SUBD. ANCHORAGE, AK NOT TO SCALE Distances shown are approximate and have not been measured by surveying methods. /cK°: | II =or SUL ' ru 's. TEST HOLE LOG Scale: 1"=3' 0I ORGANIC MATERIAL GRAVEL w/ TRACE SAND AND SILT (GP) Light Brown, Slightly Moist I Gradational Change SAND w/ SOP~ GRAVEL, TRACE SILT (SW) Greyish Brown, Moist GRAVEL (GP) 'l ~-'~- Large Size (1-4") Light Brown, Many Cobble~, Slightly Moist ~A~-~ iProbable) 12' Easy Drilling, No Auger Return 13' GRAVEL (GP) Smaller than above (1/4-1 1/2") SILTY SAND (SM) Fine, Light Brown, Trace Gravel 17' 20'T.D. Groundwater was not encountered This log depicts subsurface soils observed within the test hole at the location shown. See Drawings B-01 and B-02 for explanation of symbols. PROd. NO 751205 [DWG. NO. A-01 LOCATION SKETCH AND TEST HOLE LOG ROGER DITTNER SOILS CLASSIFICATION~ CONSISTENCY AND SY1VIBOLS CLASSIFICATION: Idenb{f{cation and classlf{cation of the soil {s accomplished in accordance with the Unified Soll Classification System. Normally, the grain size distr{bution determines classi~icatlon of the soil. The soil is defined according to major and minor constituents with the minor elements serving as modifiers of the major elements. For cohesive so{Is, the clay becomes the principal noun with the other major soil constituents used as mod{fief; i.e. silty clay, when the clay particles are such that the clay dominates soil properties. Minor soil constituents may be added to the classif{cation breakdown in accordance with the particle size proportion listed below; {. e. sandy silt w/some gravel, trace clay. no call - 0 - 3% trace - 3 - 12% some - 13 - 30% SOIL CONSISTENCY - CRITERIA: Soil consistency as defined below and determined by normal field and laboratory methods applies only to non-frozen mater{al'. For these mater{als, the influence of such factors as soil structure, i.e. fissure systems, shrinkage cracks, slickensides, etc., must be taken into consideration in making any correlation with the consistency values listed below. In permafrost zones, the consistency and strength of frozen soils may vary significantly and unexplainably with {ce content, thermal regime and soil type. Coheslonless N*(blows/ft) Relative Density Loose 0 - 10 0 to 40% Medium Dense 10 -. 30 40 to ?0% Dense 30 - 60 70 to 90% Very Dense - 60 90 to 100% *Standard Penetration "N": Blows per foot of a 140-pound hammer falling 30 inches on a 2-{nch OD split-spoon except where noted. Cohesive T- (tsf) Very Soft Soft Stiff Firm Very Firm Hard 0 - 0.25 0.25 - 0.5 0.5 - 1.0 1.0 - 2.0 2.0 -4.0 -4.0 DRILLING SYMBOLS WO: Wash Out WD: WL: Water Level BCR: WCI: Wet Cave In ACR: DCI: Dry Cave In AB: WS: While Sampling TD: While Dr {llin~ Before Casing Removal After Casing Removal After Boring Total Depth Note: Water levels indicated on the boring logs are the levels measured in the boring at the times indicated. In pervious unfrozen soils, the indicated elevations are considered to represent actual ground water conditions. In impervious and frozen soils, accurate determinations of ground water elevations cannot be obtained within a limited period of observation and other evidence on gromnd water elevations and conditions are required. Engineering ~ Geological Consultants Inc. ANCHO"A<~ FAIRaAN~(S ALASKA Ju~[~u GENERAL NOTES ORGANIC MATERIAL CLAY SILT SAND GRAVEL STANDARD SYMBOLS COBBLES 8~ BOULDERS ~ CONGLOMERATE ~ SANDSTONE IGNEOUS ROCK ~ METAMORPHIC ROCK ~ ICE, MASSIVE ~ ]CE - SILT ~ ORGANIC SILT '-~ SANDY SILT SILT GRADING TO SANDY SILT SANDY GRAVEL, SCATTERED COBBLES (ROCK FRAGMENTS) INTERLAYERED SAND 8, SANDY GRAVEL SILTY CLAY w/TR. SAND SAMPLER TYPE SYMBOLS St ..... 1.4" SPLIT Ss ..... 1.4" SPLIT SI ..... 2.5" SPLIT Sh ..... 2.5" SPLIT Sx ..... 2.0" SPLIT Sz ..... 1.4" SPLIT Sp ..... 2.5" SPLIT Hs ..... 1.4" SPLIT SPOON WITH 47-#' HAMMER SPOON WITH 140# HAMMER SPOON WITH 140~ HAMMER SPOON WITH 340# HAMMER SPOON WITH 140# HAMMER SPOON WITH 340# HAMMER SPOON, PUSHED SPOON DRIVEN WITH AIR HAMMER Ts .... SHELBY TUBE Tm .... MODIFIED SHELBY TUBE Pb .... PITCHER BARREL Cs .... CORE BARREL WITH SINGLE TUBE Cd .... CORE BARREL WITH DOUBLE TUBE Bs .... BULK SAMPLE A ..... AUGER SAMPLE G ..... GRAB SAMPLE HI ..... 2.5" SPLIT SPOON DRIVEN WITH AIR HAMMER NOTE', SAMPLER TYPES ARE E~Tt-,IER NOTED ABOVE THE BORING LOG OR ADJACENT TO IT AT THE RESPECTIVE SAMPLE DEPTH. TYPICAL BORING LOG BORING NUMBEA'-..~.-E H. 30- 15 D.4TE DRILLED-~iO_ 21. 70 SAMPLER TYPE.~ss AFTER BORING WATER TABLES IL5" WHILE DRILLING'~' FROZEN Elev. 2746 .~¢ ELEFAT/ON IN FEET All SrJmples Ss''~'~$AMPLER TYPE O' ORGANIC- MATERIAL I' Consid. Visible Ice ICE+ML ICE -SILT Estimele 65% Visible Ice 90, 56.2°/o,80.5pcf~, ML-t' 7' STRATA CHANGE SANDY SILT ~APPROXIMATE~ STRATA CHANG~ ~ ~ 12' Liltle toNoVisible Ice 13L30' Vx ~ICE, D~CRIPTION ~ CLARIFICATION Ss ~ 72, 5~1 °/o, 85 9pcf, 28~ GP (CORPS OF ENGINEERS METHOD) ~ ~ '~ ' ~ ~ ~UNIF/ED O~ FAA CLASS/F/CATION k X-wATER CONTENT ~--~OWS/FOOT SA~PL~ ~U~ SANDY GRAVEL 26' Cd 95 SCHIST ~ GENERALIZED SOIL OR ~OCK DESCRIPTION LOC~TION ~0 ' ~ DRILL DEPTH ~' WEIGHTED AVERAGE ~. ADDITIONAL DATA AVAILABLE ON SUPPLEMENTAL LAB SHEETS M CON ~,U LTANT$, INC. EXPLANATION OF SELECTED SYMBOLS OAT ~' 2-16-72 L$CALE NONE~.11 IDWN BY LDS JCHKO BY GLB I PROJ. NO. GENERAL IDW(3 NO. B-O2' MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF FNVIRONMENTAL HEALTH OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date "-?'/~' / ~ 7 GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) (b) Applicant Name .~./7)? ,~-~'-~',0 Telephone: Home Applicant Address ~/;;2"¢/g;¥'~ . ,/~.."t~.~T~/L,/ ., A/gal :.. (c) Applicant is (check one): Lending Institution []; Owner/.l~a+ld~r/J~; Buyer []; Other [] (explain); Business (d) Lending institution .,/?(.fJ..~f4 /_.,/_.~ ,¢~ ,,~'¢'d/-~f~,'f;./' Telephone Address (e) Real Estate Company and Agent Address Telephone (f) Mail the HAA to the following address: TYPE OF RESIDENCE Single-Family [~' Multi-Family [] Other Number of Bedrooms WATER SUPPLY Well,~ Community [] Public [] Individual Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite ~] Public [] Community [] Holding Tank [] / Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 72-025 (11/84) Page 1 of 2 ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files 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 ~"~'/~//(~;/¢' /~AZ~i/,/~'/?_/A~ Telephone Address ~(~E~5 ,,42.~*~-,/~ ..~/,~.¢'~.~ ~¢/~C-,, ,/~' Date Approved for ~'~,~,.~'_,'~...2~,,) bedrooms by .... Approved ~ Disapproved Conditional / / Terms of Conditional Approval CAUTION The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska, The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP 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. Page 2 of 2 72-025 (11/84) MUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE (MOA) ENVIRONMENTAL SERVICES DIVI$1ONHEALTH AUTHORITY APPROVAL (HAA) F£8 0 1987 R[CEIVED WELL DATA CHECKLIST - FEBRUARY 1984 264-4720 Legal Description: Well Log Present (Y_/N) y (D Date Co,~leted /'¢'~1'~'~ ® Yield Total Depth ~¢~'~J Cased to ~'~ ~ Depth of Grouting /V Static Water Level ,~0 I(~¢.~ Pump Set At Casing Height Above Ground /~ '~ ! ~ Electrical Wiring in Conduit ('~'/N) Y (~) Separation Distances from Well: To Septic/Holding Tank on Lot -/11¢2~ O~ To Nearest Edge of Absorption Field on Lot ~lJ~ Sanitary Seal on Casing (Y/N) ~/~ Depression Around Wellhead (Y/N) ,A,/~ ; On Adjoining Lots x /~ ~' ; On Adjoining Lots .¢ //~ / E) To Nearest Public Sewer Line Cleanout/Manhole _ Water Sample Collected by ~)~¢ Water Sample Test Results Comments ~ '~,~l~ To Nearest Public Sewer To Nearest Sewer Service Line on Lot ;Date ~,,3...J{~ i~-~ B. SEPTIC/HOLDING TANK DATA Date Installed I0 12(,,t Standpipes (Y/N) F'~) Depression over Tank (Y/N) Pumping/Maintenance Contract on File (Y/N) Holding Tank High-Water Alarm (Y/N) Separation Distances from Septic/Holding Tank: To Water-Supply Well -~' //¢ ' ~) To Property Line __~ ~ To Water Main/Service Line Course _ ~.////'""~ Size /¢:~2~(~ NO. of Compartments Air-tight Caps (Y/N) F~-'') Foundation Cleanaut /¢¢ Date Last Pumped ; for Temporary Holding Tank Permit (Y/N) To Building Foundation To Disposal Field / To Stream, Pond, Lake, or Major Drainage Comments Page 1 of 2 72-026(11/84) ABSORPTION FIELD DATA Soils Rating in Absorption Strata /~,~ Date Installed ~, ~¢,T' 77(~) Width of Field ~(¢ ~ ® Square Feet of Absorption Area Depression over Field (Y/N) I~ Results of Last Adequacy Test Separation Distance from Absorption Field: To Water-Supply Well ~" // To Building Foundation z/ .~Of Type of System Design Length of Field ~,~/' Depth of Field Gravel Bed Thickness Standpipes Present (Y/N) Date of Last Adequacy Test To Property Line ~" ~¢¢O ¢ d.~ 'ro Existing or Abandoned System on Lot ~,fo/~/~' ; On Adjoining Lots To Water Main/Service Line N'/,4 To Cutbank (if present) To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments ~)f~' 'D. HIc, bl Receipt No. Date of Payment Amount: $ Page 2 of 2 72-026 (11/84) I STOR'K FRAI'A~ LO [ 4- 30' CER1- f'ICATE OF SURVEY ~a9~ Reco~di~ District Alaska, and Ih~l th~ irl~provemertll the prope,ty line~ a~ do not oveclap or encroach on the property lying adjacent ..to. that no ~mpro~ement~ on pro.cry lying adiacent thereto en~oa~ on the premi~e~ ~estion and that lhere ar~ ~ roadways, transmission lines or other vlt~ble easements on ~' ~'," 7.'~ ,NARU ENGINE[RING DA.~.-~' i~.~r~ E i V ED -' r I,N,S~ECTIO~ APPOINTMENTS TIME i',~_)~C'~ L-~-~-~-k~.¢~L~_L~-~ TIME TIME I NSP EC~R INSPECTOR INSPECT ,,,,,,,. _. _. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION, 825 L Street - Anchorage, Alaska 99E01 ENVIRONMENTAL SANITATION DIVISION Telephone 264-4720 R E~ ErS~.FO ~ APPROVAL OF INDIVIDUAL WATER AND SEWE~[~I~ DIRECTIONS: Complete all parts on pago 1. Incomplete requests will not be processed. Please allow ten {10) days for processing. 1. PROPERTY OWNER ' PHONE MAILING ADDRESS PROPERTY RE81DENT (If different from abow) PHONE ~, BUMER~ O~ ~z~ ~/~/~ ~/~) PHONE MAILING ADDRESS - 3, LENDING'INSTITUTION PHONE MAILING ADDRESS / 4, REALTOR/AGENT ~ PHONE MAILING ADDRESS LEGAL DESCRIPTION 6. TYPE OF RESIDENCE [] SINGLE F:AMI I_Y [] MULTIPLE FAMILY 7. WATER SUPPLY INDIVIDUAL* [] COMMUNITY [] PUBLIC UTILITY NUMBER OF~BEDROOMS [] One [] Four [] Other__ [] Two [] Five ~[~, Three [] Six * ATTACH WELL LOG. A well log is required for all wells drilled · since June 1975. For wells drilled prior to that date, give well depth (attach log if available.) 8, SEWAGE DISPOSAL SYSTEM X' INDIVIDUAL/ON-SITE** [] PUBLIC UTILITY YEAR ON-SITE SYSTEM WAS INSTALLED. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED, · THIS SIDE FOR OFFICIAL USE ONLY 1. I'YPE OF RESIDI-'NCE NUMBER OF BEDROOMS __ [] SINGLE FAMILY [~] ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY [] INDIVI DUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified__ LOG RECEIVED 3, SEWAGE DISPOSAL SYSTEM PERMIT NUMBER [] INDIVIDUAL/ON -SITE DATE INSTALLED []PUBLIC UTILITY Connection Verified INSTALLER [~ Septic Tank ~ []if Tank is homemadeH°lding Tank Size: //~4~ SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL Septic/Holding Tank Absorption Area ISewer Line I Nearest Lot Line 4. DISTANCESwELLTO: ,1/_)<:~ I I Absorption Area to nearest Lot Line 5. COMMENTS ~ APPROVED FOR ..~ BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED DATE BY 72-010 (Rev, 6/79)