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Home My WebLink AboutLot 06 - 086,2. GRE _R ANCHORAGE AREA BOF $H O Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 SEPTIC TANK: DISTANCE FROM WELL INSIDE LENGTH MANUFACTURER .2~' (~' MATERIAL INSIDEWlDTH LIQUID DEPTH__ COMPARTMENTS .LIQUID CAPACITY /~'~',~) GALLONS. SEEPAGE PIT: NUMBER OF PITS / . DIAMETER OR WIDTH LINING MATERIAL ~ ~-~ CRIB SIZE: DIAMETER Y BUILDING FOUNDATION__ NEAREST LOT LINE '-~L":~'0 ADDITIONAL ABSORPTION LENGTH DEPTH DEPTH DISTANCE FROM: WELL TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) SQ. FT. WELL: FOUNDATION CESSPOOL CONSTRUCTION NEAREST LOT LINE OTHER SOURCES SEWER LINE APPROVED DISAPPROVED REMARKS DEPTH DISTANCE FROM: SEPTIC SEEPAGE TANK __ SYSTEM DISTANCES: INSTALLED BY: ~ ~ PIPE MATERIAL: LOT SLOPE: REMARKS: DIAGRAM OF SYSTEM DATE ~- (~'~ r'r/ APPROVED G.A.A.B. SEWAGE GreaTer ANCHOrAgE ArEa Borough DEPARTMENT OF ENVIRONMENTAL QUALITY / PERMIT NO. 3330 "C" STREETTELEPHONE ANCHORAGE,274.4~61ALASKA 99503 ,~ 7~///~ ~ ~(.~ DISPOSAL SYSTEM m APPLICATION AND PERMIT £ INSTALLATION OF: SEPTIC TANK SEEPAGE Pit , DRAIN FIELD . ,, OTHER SOIL TEST RESULTS ~~/~: NOTE~ THIS PERMIT IS NOT VALID WITHOUT SOIL COMPLETION DATE ANTICIPATED 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 ~ DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK ., SEEPAGE Pit TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN FIELD WATER MAIN TO SEPTIC TANK J -~J ' DRAIN FIELD sePTIC TANKj~/~_~] ~ , SEEPAGE Pit 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 S1PHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH Ai RTIGHT REMOVABLE CAPS, SEEPAGE AREA SIZE ,/'~'~'~/~'~'/~'~' TYPE /~/~C DIAGRAM OF SYSTEM _, DRAIN FIELD ALSO CONSIDER AREA WELLS. SEEPAGE PIT ,/~J GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. OR I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO, 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. · TESTING · EXPLORATION · CHEMICAL · MATERIALS · INSPECTION / ~ 279-2581 t940 POST ROAD ~ ANCHORAGE. ALASKA 995o, July 8, ~974 W.O. #16752 Greater Anchorage Area Borough Department of Environmental Quality 3330 "C" Street Anchorage, Alaska 99501 ATTENTION: Mr. Roll Strickland GRE,MkR ANCHORAGE SUBJECT: Lots 6 & 7, Block 2, Huffman Subdivision Gent 1 emen: On June 28, 1974, Peter Herstek of our staff, revisited the site to check for the free water level. A 3 foot deep, 5 inch diameter hole had been dug in the bottom of the existing pit, previously logged in our June 17, 1974, report, Mr. Herstek then extended this test hole with an Oakfield sampler to a depth of 4.0' below the bottom of the existing pit, which when re- measurgd was 15.0' deep. No evidence of the free water level was observed to a depth of 19.0' below natural ground. We trust this is sufficient information for your needs. Yours very truly, ?TESTLAB . John M. Lambe JML/vms MEMBER 279-2581 June 17, 1974 W.O 16752 United Construction P.O. Box 4-1518 Anchorage, Alaska Subject: Seepage Pit Analysis Lots 6 & 7, Block 2, Huffman Subd. Genllemen: Transmitied herein are the results of the subsurface investigation performed on the above property. ExploratiorJ consisted of logging the existing excavation for the proposed seepage pit. Grab samples were taken of each major soil type. The soils were visually classified in the field in accordance with sheets 1 through 3 following the text. This field classification m-as verified by visual rewew of samples based on the same criteria, in the laboratory. The test hole was logged by Peter Herstek, technician of our staff. The test hole was logged as follows: Depth in Feet FROM TO SOIL DESCRIPTION 0.0 1.5 F-.4, Brown Organic Sandy.Silt, Damp, Low to Medium Density, NP~ ML/OL 1.5 4.0 NFS, Brown Sandy Gravel, Damp, ~Zledium Densily, 1 1/2"-, GP 4.0 14.0 F-2, Tan Sil~_y_. Sand with Random Gravel, Damp, Medium High Density, SM Bottom of 'rest Hole: 14.0 ft. Frost Line: Not Recorded Free Water Leveh None Observed MEMBER ~age 2 June t7, ]974 United Construction Sample Depth 1.0-1.5 1.5-4.0 7.0 13.0 Remarks: Type of Sample Grab Grab Grab Grab Test Hole located per attached sketch Elevation: Existing ground Date of Exploration: June 17, 1974 The seepage area required per bedroom by soil type (per the Greater Anchorage Area Borough) is as follows: Soil Type (Unified Classification Seepage Area Required ML SM SP SW GM GW 275 ft2/bedroom 250 ft2/bedroom 150 ft2/bedroom 125 ft2/bedroom 225 ft2/bedroom 85 ft2/bedroom Soils requiring greater than 250 ft2/bedroom are not allowed in seepage pit area calculations (per the Greater Anchorage Area Borough). The seepage area required at depth can be expressed as follows: Unified Soils Depth Classification Seepage Area Required 0 - 1.5 1ML Not Allowable 1.5-4.0 GP 85 4.0-14.0 SM 250 United Construction Page 3 June 17, 1974 Enclosed are some excerpts from State and Borough ordinances which may be of value to you. For further restrictions, particularly with reference to location of the set, page pit, we call your attention to the Greater Anchorage Area Borough Ordinance 28-68. Please call if we can be of further service. Very truly yours, ALASKA TESTLAB John M. Lambe JML: mm Enelgsure Approved.~~ ~~ H.R. Lee, P.E. ALASKA TESTLAB CONSULTATION ~ TESTING ~ EXPLORATION 0 CHEMICAL ATER,ALS NSPECT,O SOIL CLASSIFICATION CHART 30% GRAVEL x CLAYEY CLAY EY \ \~ OR SI LTY SI LTY' x \ SAND \ \ ~DY \G :AVE L ' \\SA GRAVE LLY ND 0 I0 20 50 40 50 60 70 80 90 I00 ,GRAVEl (+~IOSCREEN) i % BY WEIGHT NONFROST SUSCEPTIBLE SOILS ARE INORGANIC SOILS CONTAINING LESS THAN 3% FINER THAN GROUPS OF FROST-SUSCEPTIBLE SOILS: FI GRAVELLY SOILS CONTAINING BETWEEN 5 AND 20% FINER THAN O,02mm. F3 o. F4 a. b. C. d. SANDY SOILS CONTAINING BETWEEN 3 AND 15% FINER THAN 0.02 mm. '~ GRAVELLY SOILS CONTAINING MORE THAN 20% FINER THAN O,02m~. AND SANDY SOILS (EXCEPT FINE SILTY, SANDS) CONTAINING MORE THAN 15°/o FINER THAN O.02mm. CLAYS WITH PLASTICITY INDEXES OF MORE THAN 12, EXCEPT VARVED CLAYS. ALL SILTS INCLUDING SANDY SILTS. FIN___~E SILTY SANDS CONTAINING MORE THAN 15% FINER THAN O.02mm. LEAN CLAYS WITH PLASTICITY INDEXES OF LESS THAN 12. VARVED CLAYS. g .... o .~.~ _~ ...... ~ ~ ALASKA TESTLA8 CONSULTATION C~ TESTING @ EXPLORATION r~ CHEMICAL O MATERIALS 0 INSF'ECTION The soil descriptions shown on the logs are the best estimate of the soil characteristics a~: the time of field examination. Such examinations do not achieve the precision of laboratory tests for the various properties. 1. The relative type of soil and the frost classification are shown on the sheet, "Soil Classification Chart." 2. Other criteria: Boulder - greater than 8" Cobble - approximately 3" to 8" Blow Count - blows/6" of 140-1b. weight falling 30"; 2" split spoon. (The standard penetration is blows/12".) Density - estimated by the rate of drilling type of soil, blow count, and moisture range. PL - Plastic Limit, moisture content being approximated as above (+) or below (-) plastic limit (PL) or liquid limit (I~) as appropriate. ~ - Liquid Limit, see PL Dilatency - is the ability of water to m~grate to the surface upon vibration or jolting of a sample, an aid in determining whether a soil is predominatety a clay or silt. Wgll graded - uniformity coefficient greater than 7 Poorly graded - uniformity coefficient tess than 7 (Uniform particles, gap graded) Organic Content - estimated by volume, not particularly precise. Clayey Soils - a field method now being used as an aid to identifi- cation of these soils as a combination ball drop, and rolled thread test in which a 2" diameter ball of the Sand-Silt-Clay fraction is dropped 2' until a 1" thick pat develops. The diameter of a thread at crumbling rolled from the resultant pat determines whether clay or silt predominates. Dry Strength - a small s~p!e of the soil is fo~ned into a cube and air dried, and crushed between the fingers. High dry strength indicates clays and low silts. Water Table the apparent water table at the time of observation. Often the actual water table may be higher unless the hole is allowed to remain open or is converted to an observation well. Capillary Fringe change from moist to very damp, or satura~ed soil, usually indicates that water table is close. - Fibrous material of macroscopic and microscopic fragments of decayed vegetable matter; very compressible, unsuit- able for foundation or embankment. Color light brown to black. Ao - The upper layer, surface soil or topsoil, containing humus and/or organic debris, not satisfactor~ for foundations. /'Peat I. Approval requested by: Mailing Address: 2. Property Owner: Mailing Address: 3. Legal Description: 4. Location: GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received July 28, 1976 Time of Inspection Date of Inspection REQUEST FOR APPROVAL OF Pratt INDIVIDUAL SEWER & WATER FACILITIES FOR Conv. National Bank of Alaska 9:30 a.m. 8- 2- 76 Monday Post Office Box 600 Henry J. & Daisy M. Korpi Phone: Phone: 279-3850 Box 4-1518 Lots 6, 7 and 8 Block 2 Huffman Subdivision See map 5. Type of facility to be inspected 6. Well Data: Individual A. Type Single Family No. of bedrooms 3 C. Construction 7. Sewage Disposal System: A. Installed ~/~])~ C. Septic Tank: 1. Size D. Seepage Pit: 1. Absorption Area E. Disposal Field: Totals. length of lines 8. Distances: B. Depth D. Bacterial Analysis On-site system B. Installer 2. Manufacturer 2. Material A. Well to: Septic tank t~_~' , Absorption area /~(~' Nearest lot line , Other contamination B. Foundation to septic tank , Absorption area C. Absorption area to nearest lot line ., Sewer Lines E0-034 (1/74) Paam 1 nf twn naap~ 1. Type of Inspection: 2. Property Owner: Mailing Address: 3. Name of Buyer: MUNICIPALITY OF ANCHORAGE DEPARTIVIENT OF ENVIRONNIENTAL QUALITY 3330 "C',' Street, Anchorage, Alaska 99503 - 274-4561 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES CM RO VA F HA ' ~/ b". ~ " '/ -' "" :/' CONV ~ Mailing Address: 4. Name of Lending Institution: Mailing Address: 5. Name of Realtor or Agent: Mailing Address: Day Phone Phone Phone 7. Type of Facility to be inspected: 8. Water Supply Type of Supply: Public Utility If Individual, number of dwellings presently served If Individual, depth of well Sewage Disposal System Type of System: Public Utility If Individual, date of installation Individual Individual (on-site) EQ-037 (1/74) 178 HUFFM~N Ro.,~P 172 177 -<(~)~ 179 184 Rabbit Creek Area Reference [V1ap-P13 Page 2 of two pages - Req t for Approval of Individual S r & Water Facilities .~Leg~l Description Lot 6, 7 and 8 Block 2 Huffman Subdivision #1 Comments Di sa pproved Date Approval Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ-034 (1/74) 06o]~20f~) R~v. ~973 DATE ALAS ~)EPARTMENT OF HEALTH ~AND SOCIAL sE ES DIVISION OF PUBLIC HEALTH INDIVIDUAL AND SEMI*PUBLIC BACTERIOLOGICAL WATER ANALYSIS Lab No. OFFICE NDIVIDUAL [] NAME ADDRESS SEMI-PUBLIC [] CHLORINE RESIDUAL PPM REPORT RESULTS TO CITY ADDRESS OF SOURCE ZIP CODE COMPLETE THIS SECTION ONLY ~F WATER IS Aw INDIVIDUAL SUPPLY SAMPLE COLLECTED BY DATE COLLECTED Sample Collected From [] Kitchen Tap ~ Other (List) Well- [] Dug [] Driven E Drilled SOURCE: [] Spring [] Cistern [] Other Dug Well or Cistern Construction: Walls--[] Wood [] Concrete [] Metal Top -- [] Wood [] Concrete [] Melal LOCATION: [] In Basement [] Basement Offset []In Yard [] Other Building Sewer DISTANCE TO: or Other Drainage PipP Feet. Tile Seepage Cess- Field Feet. Pit Feet. Pool Other Possible Sources of Contamination MATERIAL: Building Sewer- [] Cast Iron [] Wood [] rile [] Plastic Joint Materlal - Type GENERAL: Does Water Become Muddy or Discolored? When? Diameter of Well Well Casing Material Diameter Length of Drop Pipe Offset in PUMP LOCATION: ~ In Well [] Basement On Top [] Of Well [] Other PURPOSE OF EXAMINATION: Illness Suspected? New Source of Supply? [] Yes READ INSTRUCTIONS ON REVERSE SIDE BEFORE COLLECTING SAMPLE [] Basement Tap [] Tile Brick or [] Open Top[] Concrete [] Under House TIME COLLECTED [] Bathroo~ Tap Septic Tank Feet __ Feet. Privy Fbet, [] Fibre _-- Asbestos Cement [] Yes [] No Depth Feet. Depth Water Depth From Bottom Feet, n Utility [] In Basement [] Roam SANITARIAN'S REMARKS Reported by This analysis indicates Coliform Organisms to be: EMB AGAR Lactose Broth, 24 hrs. 48 hrs. Gram's stain Coliform Density Most probable No. per 100cc) MF Results Lactose Broth 10cc 10cc 10cc 10cc 10cc 1.0cc 1.0cc 24 Hours 48 Hours - ..... - BrilJTant Green 24 Hours 48 Hours Absent Present Analysis shows this Water SAMPLE to be: [] Satisfactory [] Unsatisfactory [] Questionable [] Sample too tong in transit; sample should not be over 48 hours old at examination to indicate Iel~able results. Please send new sample. [] Bottle broken in transit, please send new sample. [] Yes [] No [] No Repairs to System? [] Yes [] No Signature o6-122o ~ BACTERIOLOGICAL WATER ANALYSIS RECORD Re~ 1973 Date Received ':' Time Received _apn~m Lab. No,