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HomeMy WebLinkAboutMAJESTIC VIEW BLK 1 LT 13 GRE,'- .R ANCHORAGE AREA BOF IGH Q Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM ..... / ~ , F ~' ,¢'~Z LOCATION ~c//'¢ .~'h ~(~'~ <~ ~' ~]'~ LEGAL DESCRIPTION ~ ]~ ~/ ~'/'~$/'~ SEPTIC TANK: DISTANCE .~ FROM WELL INSIDE LENGTH COMPARTMENTS __ INSIDE WIDTH LIQUID DEPTH __ I .LIQUID CAPACITY /~)-/)O GALLONS, SEEPAGE Pit: NUMBER OF PITS / DIAMETER OR WIDTH//z LENGTH /~ DEPTH /c'~ LINING MATERIALCOT~, b/C~'[~'CRIB SIZE: DIAMETER~DEPTH /~ DISTANCE FROM: WEL~ TOTAL EFFECTIVE BUILDING FO~NDATION~, NEAREST LOT LINE '~ ABSORPTION AREA (WALL AREA)~ ~ -SQ. FT. ADDITIONAL ABSORPTION TYPE RUC N BLJILDING NEAREST %~...NEA R EST FOUNDATION __ LOT LINE , ~LINE C["SSPOOL OTHER SOU RCES APPROVED DISAPPROVED REMARKS DEPTH DISTANCE FROM: SEPTIC SEEPAGE TANK __., SYSTEM DISTANCES: PiPE MATERIAL: LOT SLOPE: REMARKS: Form No. EQ-031 DIAGRAM OF SYSTEM GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 IICI' STREET ANCHORAGE, ALASKA 99503 / , . TELEPHONE 274-4561 ;il "'¢~ "'~ , SEw/~GE DISPOSA~/'SYSTEM -- A PPLICATIONAND PERMIT PERMIT NO. INSTALLATION LOCATION INSTALLATION OF: SEPTIC TANK / SEEPAGE PIT <// , DRAIN FIELD ., OTHER FINANCED THROUGH ~ TO BE INSTALLED BY ~/~' ~'~[-'- NOTE; THIS PERMIT IS NOT VALID WITHOUT SOIL TEST 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. SEPT,C TANK S'~E /0OO ~--~" TYPE ~¢ /~X~/.-'~q SEEPAGE *.~* ~,~ ~ MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT . , DRAIN FIELD SEPTIC TANK TO SEEPAGE P~T WALL --/~ / SEPTIC TANK ~ , SEEPAGE PIT TO NEAREST LOT LINE. / DRAIN FIELD I00 ¢ SEPTIC TANK, SEEPAGE PIT . TO RIVER, LAKE, STREAM. DRAIN fIELD /~) / SEEPAGE Pit /00 / ALSO CONSIDER AREA WELLS. · SEEPAGE PIT //0 ~ /¢0 / F,ELD ~,'OO '~ , DRAIN CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRH3 CROSSING GAP OF EXCAVATION 5 FEET INTO UND[STUrSED 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 INSTALLATION. OR LICENSED DESIGNER 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 ]N ACCORDANCE WITH SAID CODE· 4040 "B" STREET, ANCHORAGE, ALASKA 99503 PHONE: 907-279-2581 November 13, 1974 W.O. 1117131 Peninsula Excavating 171 Place Street Anchorage, Alaska 99504 ATTENTION: Mr. Ken Nix SUBJECT: LOCATION: On-site Sewage Disposal Lot 13, Block 1, Majestic Subdivision (9500 Jade Street, Anchorage, Alaska) Gentlenlen: Transmitted herewith are the results of the subsurface investigation perfo~ned on the above property on November 6, 1974. Exploration consisted of one test pit dug by Peninsula Excavating employing a backhoe. The soils were visually classified in the field in accordance with Sheets 1 through 3, following the text. The digging was supervised and the test pit was logged by Mr. L.B. Johnson, senior technician, of our staff. The test pit was logged as follows: Test Pit 1 Elevation: Existing Ground Depth in Feet From To Soil Description ...... 0.0' 1.5' F-l, brown, silty sandy gravel, GM, damp, dense, rounded gravels to 3" 1.5' 3.0' 3.0' 4.0' 4.0' 13.0' NFS, brow~; ,~,andy gravel, GP, dm~p, dense, rounded gravels to 3" F-l, brown, silty sandy gravel, GM, damp, dense, rounded gravels to 3" NFS, brown, sandy grave], GP, dmnp, dense, rounded gravels to 3" Bottom of Test Pit: 13.0' Frost Line: None Observed Free Water Level: None Observed Peninsula Excavating Page 2 November 13, 1974 The seepage area required per bedroom by soil type (per the Greater Anchorage Area Borough) is as follows: Soil 'l'y~_~e (tim fied Classification) ML SM SP GM GP Seepage Area Required 275 ft.2/bedroom 250 ft.2/bed~oom 150 ft.2/bedroom 125 ft.2/bedroom 225 ft.2/bedroom 85 f4.2/bedroom 85 ft.2/bedroom Ix Soils requiring greater than 250 ft.2.bedroom are not a]lowed in seepage '. pit area calculations (per the Greater Anchorage Area Borough). The seepage area required at depth can be expressed as follows: Unified Soils D_gj)th' Classification 0.0'~I.SI GM 1.5'-3.0' GP 3.0'-4.0' GM 4.0'-13.0' GP Seepage Area ! oqu_i r __4a 225 ft.2/bedroom 85 ft.2/bedroom 22S ft.2/bedroom 8S ft.~/bedroom 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 seepage 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 'Kenneth Laboratory Supervisor H.F. Lee, /~.E. ' / KWB/vms ]:~n gl osure s TEST HOLE LOGS SOILS DESCRIPTIONS SHEET OF The relative 'hype of soil and the frost classification is shown on the sheet "Soil Classification Chart." An additional class or classes are shown on "Unified" or other charts or references. 2. Other criteria: Boulder - greater than 8" Cobble- approximately 3" to 8" Blow Count - blows/6" of 140 lb. 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 (~) as appropriate Lw - Liquid Limit, see Pr Dzlaten~y - is the ability of water to migrate to the surface upon vibration ot jolting of a sample, an aid in determining whether a soil is predominately a clay or silt Well graded - uniformity coefficient greater than 7 See "Unified" Poorly graded - uniformity coefficient less than 7 (Uniform particles, gap graded) See "Unified" Organic Content - estimated by volume, not particularly precise Clayey Soils -~ a field method now being used as an aid to identification of these soils is 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 crumblinc rolled from the resultant pat determines whether clay or siit predominate~ Dry Strength .~ a small sample of the soil is formed into a cube and air dried, and crushed between the fingers. High dry strength indicates clays and iow indicates 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 d~]]p, or saturated soil, usually indicates that water table is close. Peat - Fibrous material of macrosc~-~pic and microscopic fragments of decayed vegetable matter; very compressible, unsuitable for foundation or embankment. Color light brown to black. A° - The upper layer, surface soil or topsoil, containing humus and/or organic debris, not satisfactory for foundation. Laboratory..data is often included for specific samples or groups of ~]ples, and may be included on the log or by separate tabulations or enclosures. The soil descriptions shown on the logs are the best estimate of the characteristics at the time of field examination. Such examinations do not achieve the precision of laboratory tests for the various properties. * ALASKA r'ESYLAB CONSULTATION ~ TESTING O EXPLORATION © CHEMICAL O MATERIALS ~D INSPECTION SOIL CLASSIFICATION CHART 30% GRAVEL / OR o/ ~,,/o' S LTY ~-/~.~.~ .. ~//'S,A N D 0 lO \ II %/:' :: :¢' t CLAY EY '"' CLAYEY IL'FY k \ ID'; \,~?,AVE L \ zo so 40 5o 60 70 ,GRAVEL (47~__4SC, R__EE~N)_ % BY WEIGHT_. R~A,~E L 80 90 I00 GRAVELLY SOILS CONTAINING BETWEEN 3 AND 20% FINER THAN O.02mm, SANDY SOILS CONTAINING BETWEEN :~ AND 15% FINER THAN O.02mm. GRAVELLY SOILS CONTAINING MORE THAN 20% FINER THAN O.O~mm. AND SANDY SOILS (EXCEPT FINE_ SILTY, SANDS) CONTAINING MORE THAN J5% FINER THAN O.02mrn. CLAYS WITH PLASTICITY INDEXES OF MORE THAN 12. EXCEPT VARVED CLAYS. ALL SILTS INCUJDING SANDY SILTS. FINE SILTY SANDS CONTAINING MORE TITAN 15% FINER THAN O.OPmm. LEAN CLAYS WITH PLASTICITY INDEXES OF LESS THAN 12.. VARVED CLAYS. F4 a, b. d. Fl F2 F5 a. NONFROST SUSCEPTIBLE SOILS ARE iNORGANIC SOILS CONTAINING LESS THAN 75% FINER THAN O,02rnm. GROUPS OF FROST-SUSCEPTIBLE SOILS: MUNICIPALITY OF ANCHORAGE DEPARTMEN'~ OF HEALTH AND ENVIRONMEN~* 825 Street, Anchorage, Ala. 279-2511, ext. 224 or 225 Date Received: #2: Time Date Insp PROTECTION ,9950~ May 24, 1977 Time Date Insp REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES % Marie Izams 1. Lending Institution Request: First National Bank of Anchorage Mailing Address: Post Office Box 720 99510 Phone: 276-6300/483 2. Property Owner: Ruth Thompson Estate Phone: 333-4055/h Mailing Address: % Dave Thompson, Estate Executor 276-3033/w 3. Legal Description: Lot 13 Block 1 Majestic View Subdivision Single Family Residence: ( Multiple Family Residence: Number of Bedrooms: 1 Number of Bedrooms: Well System: Permit ~ Construction Sewage Disposal System: Permit # Septic Tank Size Absorption Area Individual Well ( ~x Community/Public System ( ) Depth of Well Well Log on File ( ) Bacteria.~.~.~.~ . ~t On-site System ~x~~~t~Utilitf ( ~ Installed Installer Manufacturer Soils Rate Material Distances: Well to Septic Tank to Sewer Line Nearest Lot line to Nearest Lot Line to Absorption Area Absorption Area PageTwo Department of Health and Environmental Proteckion Request for Approval of Individual Sewer and Water Facilities Legal Description: Lot 13 Block 1Majesti~ View Subdivision Comments: Affadavit Attached: (') Letter Attached: Approved: e: Disapproved: ~Date ~-/ ,~ 7?. Department Wor~ksheet: MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAl_ PROTECTION 825 L Street, Anchorage, Alaska 99501 279-2511, ext. 224, 225 REQUEST FOR APPFIOVAL OF INDIVIDUAL SEWER and WATEFI FACILITIES 1. Type of Inspection: 2. Property Owner: Mailing Address: 3. Name of Buyer: I..~,~JNICIPAI.I'IY OF ANCI-'(-" :C2 DEPT. C, i;]!,'".. 71-] ,: VA Ruth Thompson Estate 9500 Jade St (Dave ThcmpsonL.~.s~_a_t_e.._E_xe~qu_tp_r_) hc~e ,' 333-4055 Day Phone:._~o~k; _2~_6-___3~..3.~ Mack Edward Thompson & Carl William Thcmpson Mailing Address:_.~9-~00 Jade St Day ~hone:..__~_o~,k~:___278__-3577 hcme: 243-5528 4. Name of Lending Institution: ..... Fi~s_t _Nat__ip_n_al ~_ank__o_f Anc_h_.or.a~_e Mailing Address:_ P.O. ]~)x 720 Phone: 276-6300 ext 483 5. Narne of Realtor or Agent: none Mailing Address: Phone: ..... Legal Description:.___ Lo_~.__13, Location:__ 9500 Jade St Anchorage, Alaska 99502 7. Type of Facility to be Inspected: 8, Water Supply Type of Supply: Existing SFR No. Bdrrns,__~~ ..... Public Utility Individual_ X 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 (on-site) X Please contact ~ckThompson for access at either of the above phone numbers. Marie Iiams 5/23/77 72-003(3/76) July 12, 1977 Mr. Mac Thompson Box 6146 Annex Anchorage, AK 99502 Subject: II ) ' .I' "'.~ ¥ \'~ ",,:'~, ' 4; , :" tl~ \'> '& ' DEPAHI'MENTOF ENTERPRISE ACTIVIFIES Sa.,ver & Water Utility GEO,'?Gg ?..L M,fl V © Fl SEWER AVAILABILITY TO LOT 13, .BLOCK 1, MAJESTIC VIEW SUBDIVISION Dear Mr. Thompson, The above lot is not served by public sewer. The nearest available public sewer that is maintained by the Municipality of Anchorage is located approximately 1000 feet north of Lot 13 in Dimond Boulevard. There is a substandard, non-maintainecl sewer line near 'this lot, but we treat-this line as non-existing because of foresaid reasons. If you have any further questions please contact this off:i_ce. Very truly yours, JAMES G. TOEWS Chief Engineering Technician Anchorage Sewer Utility cc: Les Buckhold, Sanitarian, M of A IIeatth & Environmental Dep t. JGT/cl 1977 First National Bank of ~%nchoraqe ~ort~ffage Loan Section Post Office Box 720 Anchorage, Alaska 9953.0 At%'~en~ion: ,.qari¢~ Iia~s Subject: .l'~t 13 Block 1 Majestic View Subdivision The subject property is now availalbe to p~blie sewer. ~his department is rec~.estin~ the resid~nc~ bo conna~te~l to the Municipal sewer I. in~. '£he water supply, at the time of inspection, was to be changed to an approved public syst~,m (Sea¢31iff Subdivision W~ll). Therefore, this depart~.~e, nt also requests the residence be connected to the p'.f0iic water supply. This department ~.zili grant an approval if the sewer and water connections are made as requested. If there ar~ any further questions, please ~3ontact this office at 279~25tl, extension 224 or 225. ~.lncerely, Las N. ~uchholz, ~;~r '[~ POSTMARK OR DATE "'~""'~:~-' l' Vhth delivery to nddressee only ............ O[LW[, Y: :o[m~:~.::~: ~'~ ..:...._._..L.......:.:......:.' ............. -~ ~ [, COVEflA[IE I'ROVII][O~ (See otfler side)