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Home My WebLink AboutFREEMAN LT 14 (~--~ MUNICIPALITY OF ANCHORAGE ("-~'~ DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT r-IUPGRADE MAILING ADDRESS LEGAL O E,~CRIPTION LDCAT D%/ NO. OP 8EDROOMS. j D,STA.CE,O: I ~O~ DISTANCE ~ Wetl Dwelling PERMIT NO. ~ DISTANCE TO: .o. of lin. Leng,h of each line Total length of [ineL Trench width ~ ~ ~ Top of tile to finish grade Material beneath tile Length Width Depth PErMiT NO. <~ Type~ ~i ~ ' ~; / ~absorpt,o ~m ~STANCE TO: Wetl Buildi~ fou~ Nearest lot lln~ ~ ~ ~ . Depth Driller Distance to lot line PERMIT NO. ~ O O ~ DISTANCE TO: Build~~ Se~r line Septic tank i Absorption area(s) OTHER PIPE MATERIALS SOl L TEST RATI~ 724313 (F~ ~.3/78) T'. cwt q'Ine iwf" (Tales�.s 177-"151 W A T Z R V a L R[ w Orlil ing 'oomqari ea _7 LOCATION OF WELL Please template either Is, lb, or Ic. so Drilling Peral Me, A.D.L. No. la. rough �ubdivislon LotSlock lb. Section No. Township Range arldlan�, N/S E/W It. Distance and Direction from -Road Intersect;ons,.. 3. OWNER OF WELL;,&/0.7 A:'. j?*V'7c: Address: Street Address and Area of Well Location 2. WELL LOG Bel m WELL DEPTH: (completed) Surface Elevation Date of. •Feet Surface Completion I Material Type Top Bottom 1w, v 5 t. —1 0 31? 5. jZ1 Cab 1a tool Oltil E]Drtvm ❑oug 11 Auger OJetted C] Bored ❑Other:— 1� saUSE: 91Dol,,astIc-', OPublic Supply C I nd.s try -;cut Elftacharq* Li Irrigot Test Wall - C]Otheri M ensl I lod f'H, 7. CASING: Ej Threaded [;&WO'do' in. to _'gRALfi. Depth, weight b*/fC. Pt;S n to it. Deptm',�V�g 40"'1-," FINISH OF WELL: Cl 'd Diaseter. Slot/mesh SIM Length: uL�ISet bet~ ftand ft. "i (reqs - 9. STATIC WATER LEVEL: ft Abova[_]Belolo land surfao ic Type of 10. PUMPING LEVEL belavl; land surf&,!., . . . . . . . . ft. after hrs. p 1 9. P70• ftafter hrs. purring 9-P.A. 11. WELL HEAD COMPLETION: E] In Approved Pit., 'S11rth11M`�1w01X1 "a ®PI[leasAdapter' inches above 9 radq.7, 12 GROUT IN6 Well Grouted: ❑ yes 21NO material. ❑N eat Caswult her []0 t 13. PUMP; (If available) HP MT Length of p P P. ft. capacli" D 9 -P -A Ty 0 14. REMARKS-, 15. WATER WELL CDKTRACTORIS CERTIFICATION A This well ws drilled under my Jurisdiction and this report Is true' to the best of my know ledge and be Veen 'e !'r' eg;' le- Kegt3tored aus,ne Nom ontrac, A, Address: x .4 Skgnsol Data: Au , m Author Reprosenta iv r ji, n'-uuo DEPARTM=NT ~ HEALTH At~D ENVIRO~,;ENT~I~-t,~OTECTIO~ BES 'L' APFLICANT BRIAN GREEN LOCATION HAWKINS ST LEGAL f,LOT 'J~4' FREE~AN SUB ,~ STREET~ ANCHORAGE.. AK. 5.~01 264-47E0 ON--STTE SEWER LOT SIZE -/,.,q,q 4B01S SGUAR~ FEET Type of soil absorption system is: TRENCH Maximum number of bedrooms Soil rating (SO FT/BR)~. 1~S The length dimension is the length (in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation (in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation (in feet). Requi red Septi c Tank Si z e~; 1000 ~ai i o~ Permit applicant has the responsibility to inform this department during installation inspections of any well~ adjacent to this property and the number of residences that the well will serve. the ------ TWO ( 2 ) INSPECT I OrqS ARk REOU I RED Backfilling of any system without final inspection and approval by this department will be subject to prosecution. Dlinimum distance between a well and any on-site sewage disposal system is 100 feet for a private well or 1S0 to EO0 feet from a public well depending upon the type of public well. Dlinimum distance from a private well to a private sewer line is ES feet and. to a community sewer line is TS feet. Well logs are required and must be returned to the department within SO days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. Permit expires Dece~nb~r- -~1 .. 1'~0 I certify that 1: I am familiar with the requirements for on-site sewers and wells as set forth by the Dlunicipality of Anchorage. ~: I will ins(all the system in accordance with the codes. S: I understand that the on-site sewer system may require e~largement if the residence is remodeled to include more than ~ bedrooms. ISLED B ~~~_DATE ~~ ~ V4.0 Test Pi~ No. 1. D. te: 4-1~-80 Lo~ged By: M. Beyer,P.E. Location: Lot 14 Blk -- 75'W.of E. P/L, 25' N. of S. P/L Depth in Feet Fr~ To 0.0 0~9 0.9 2.7 2.7 lO.O' 10.0. '7' Test Pit No. 2 Soil Description silty topsoil w/ organics, roots, ete S~_, silty sand, loose SW, cle~n fine s~md, NFS, Loose .Bottcm of Bole Free Water Level: None [ocation: Lot 15 Blk - 90' W. of E P/L, 30' N. of S. P/L 0.0 0.8 3.0 6'.9 6.91 Silty Topsoil w/ Organic SW, Gravelly Sand, loose, N.F.S ~ott~al of Hole The test pits indicate that the soils ~n each lot are suit-hie for ~n-site sewage disposal syst"m~ utilizing septic tsnks with drain fields or pits. In accordm~ce with Municipality of Anchorage re~,l~t/~ms an absorption area of a ~ of 125 s.f. per bed~-o~n will be required for the dr-{n field. January 31, 1979 Pat Byr~ ~ICI Realty 1503 West 33rd Avenue Anchorage, Alaska 99503 Subject: Lot 14 Freeman Subdivision Dear Ms. Byrd.' ~nclosed you will find a copy of the percol&tion test conducted by Michael B. Bergmann, G~oconsultant, dated January 21, 1979. Based on the results of the percolation test, the subject property is ~nsuitable for a subsurface disposal field. If there are any further questions, please contact this office at 264-4720. Sincerely, John Kennedy Principal Environmental Cnntrol Officer January 21, 1979 ~UNiCIPALI1Y OF ANCHORAGE DEPT. OF i.{3.ALTH & ENVIRONMENTAL p~,oTECIJON MS. Nancy Byrd 1011 Nollywood Drive, Apt. 645 '~J~N ~ ~' ~gTg Anchorage, Alaska 99501 RECEIVED Subject: Soils investigation for sanitary sewer system on Lot 14, Freeman Subdivision, Anchorage, Alaska. Dear Ms. Byrd: At your request of January 18, 1979, I conducted a soils investigation at the proposed location of a sanitary sewer system on the subject lot. This investigation, which was accomplished on January 20, 1979, consisted of the inspec- tion of soils removed during the digging 15.5 feet deep test pit, using a wheel mounted backhoe. After completion of digging, a 3 foot deep bench was dug adjacent to the test pit and a 8 inch diameter, 16 inch deep hole was hand dug into the bottom of the bench. It was then filled with water and a percolation test performed. The results of this test are tabulated on an accompanying sheet. The soils encountered are graphically shown on the accompanying test hole log. The soil~ consisted of a 1.0 foot thick layer of O~ganics and decayed organic material overlying a Silt with a trace to some gravel, trace sand, scattered cobbles and an occasional boulder, to a total depth of 15.5 feet. The topography of the lot consists of a lo? hill extending in a westerly direction approx- imately 60 feet from the 'east lot line', then th~ lot drops off sharply at about a 40 per cent grade for an elevation drop of approximately 25 to 30 feet, from the base of the slope to the west lot line the lot is nearly flat. / Vegetation on the subject lot consists of dense birch to 40 feet tall, with an occasional spruce t6 25 feet tall, some alders and willows to 5 feet tall, and a low ground cover of mosses and grasses. No water table was encountered in the test pit. An accompanying sketch shows the subject lot with the approximate location of the test hole in relation to the property lines. I appreciate the opportunity to be of service to you. Please contact me if you have any questions regarding this soils investigation. Very truly y,o~urs, Michael B./'Berg~apn Consulti~g Geologist Attachments: Drawing of test hole log with location sketch, and tabulation of percolation test results. xc: Department of Ilealth and Environmental Protection S O°O1' W 165.50' 10' Utility Easement 5' utility Easement Lot 14, Freeman Subdivision Anchorage, Alaska 48,167 Sq. ft. 88' T.}I. No. 1 \ 40' S O" 01' W 165.50' IIAWKINS LANE NOT TO SCALE Distances are approximate and have not been measured by surveying methods as to location of test hole. Michael B. Bergmann Consulting Geologist Box 191, Star Route A Anchorage, Alaska 99502 (907)344-9150 T.II. No. l 1-20-79 0.0' Drganics; roots, mosses, gras- s, decayed organic matter. ~-- ~ ~ 1.0' Silt: with a trc to some gravel, trc sand, scattered cobbles, occ boulders, dense to vy dense, dry, brown. NO WATER TABLE ENCOUNTERED 15.5'TD Test Ilole Boring Log represents soils encountered on LOt 14, Freeman Sub- division, Anchorage, Alaska. January 21, 1979 Lot 14, Freeman Subdivision Anchorage, Alaska Percolation test performed on January 20, 1979, using a 8 inch diameter, 16 inch deep hand dug test hole that was located in the bottom of 3 foot deep bench that was dug by the backhoe adjacent to Test Hole No 1. The small hole was then filled with water and a percolation test performed by measuring the water level drop periodically for one hour. TABULATION OF PERCOLATION TEST RESULTS TIME LEVEL(inches) DROP(inches) ET (min) 1149 3.5" start start 1159 4.0" 0.5" 10 1209 4.3" 0.3" 10 1219 4.5" 0.2" 10 1229' 4.6" 0.1" 10 1239 4.7" 0.1" 10 1249 4.8" 0.1" 10 RATE(min per inch) start 2O 33 50- 100 100 100 Average percolation rate for entire hour = 46 minutes per inch Average percolation rate for las~ one half hour = 100 minutes per.~inch Michael B. Bergmann Consulting Geologist