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Home My WebLink AboutSOUTHPARK BLK 3 LT 7/ '~ 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 . [] UPGRADE A RESS ' DISTANCE TO: l Weg I Absorpt,onare~ , Dwelling 'PERMITN~/~ d ~ Liq. capacity in gallons Inside length Width Liquid depth / ~) . IF HOMEMADE: Manufacturer No. oflines~ Lon thof~chli e~ ~, Totallen~o~e~ Trench ~ inches Distance Total effective a rption a Topoftiletofinishgrade ~ i Material beneath tile~ ¢ ,/ inches <.~~' Length Width Depth PERMIT NO. Type of cri ;rib diameter Crib depth Total effective absorption area Well Building foundation Nearest lot line DISTANCE TO: DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER 72- (Rev. 3/78) ? 825 "L'" STREET, C,i'-.[-iS Z TE PERMIT NG. ( 8'I_E1622 ) BPPLICRNT SOLBR PLUS, INC. DEPRRTMENT OF NEFILTH BND ENVIR.NHENTBL PROTECTION FIN ]:HORBGE. R64-4~0 _,RH E.U/.. ~.561 LOCRT I ON _.UUTHF HRK -P- L7 ':-- ,- ... ~_ _ c .~ .~., ~ LGT S~ZE TYF'E OF SOIL MBz, JRFTION S'¢STEM I=,. TRENCH ': - ' " M~]:':~IMI_IM NIJMBER OF BEDROOM5 = 4 -,uIL 22C~E~C~ --,~=.!UHRE FEET I, r, ~ ~ '?' ~ · _~F.F] , EL [:' E F' T H == THE LENGTH DIMENSION IS 'THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD. THE DEPTH OF R T~ENCH OR PIT IS THE DISTRNCE BETWEEN THE SURFRCE OF THE GROUND RND THE BOTTOM OF THE E~<CRVRTION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRRVEL DEPTH IS THE MINIMUM DEPTH OF GRRMEL BETWEEN THE OUTFRLL PIPE RND THE BOTTOM OF THE EXCRVRTION (IN FEET). F'ERMIT RFF_I_.PNT HFI_, THE RE_,PON_,IE, ILITr TO INFORM THIS DEPRRTMENT [:,ORING 'THE IN_,TFILLHTI_N INz, F~L. TI_N=, OF RNY WELLS B[:,JRCENT TO THIS FRLFE~T¢ Bf',ID THE NUflE:~[~. OF' RE_,I[.,ENCE=, THRT THE WELL WILl. SERVE. E, IqUk. F ILLIN~.~ OF RNY ,_-, h-- , '- -' -I - ' '¢~','- BY ..,~_-,rEfl WITHOUT FINRL IN=,FEL. TILN RND MFPF..~ cHL THIS DEPRRTMENT [,JILl_ E,E =,LIE, JEL. T TO PRu_-,EL. UTIuN. MINIMUM DISTRNCE BETWEEN R WELL RND RNY ON-SITE SEWRGE DISPOSBL SYSTEM IS t6~0 FEET FOR B PRIVRTE WELL OR ±5~3 TO 2CIO FEET FROM R PUBLIC NELL DEPENDING UPON THE TYPE OF PUBLIC NELL MININUM DISTRNCE FF.:OM R PRIVRTE [,.IELL TO R PRIVRTE SEWER LINE IS; 25 FEET RND TO R COMMUNIT'¢ SEWER LINE IS 75 FEET. OTHER REL.]UIREMENTS MR'¢ RPPL'-r'. SPECIFICRTIONS RND CONSTRUCTION DIRGRRMS RRE RVRILRBLE TO INSURE PROPER INSTRLLRTION. P EEF::~'-'~ '¢ -F E,--,P :~: F-.E:__, [)EC:E~',IE:EF: _:-=: :_t.., ± %--~- :2~):t I CERTIFY THRT i: IRM FRMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS 8ND WELLS RS SET' FORTH BY THE MUNICIPRLITY OF BNCHORRGE. 2: I WILL INSTRLL THE S'¢STEM IN RCCORDBNCE WITH THE CODES. -'-':: I UNDERSTRN[:, THRT THE ON-SITE SEWER SYSTEM MRY REC,~UIRE ENLRRGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THRN 4 BEDROOMS. . MUNiCiPALiTY O~U)~6,p~q~.lb~b~,~u~. ,b~ DEPARTMENT OF HEALTH AND ENIE~C~'~AE ~PT' ~; ......... ~mn~l 825 L. Street, Anchorage, Alaska 99501 264-472~ SOILS LOG - PERCOLAT~'~T~ :.. RECEIVED SOILS LOG [] P~RCOLATION TEST DATE PEREORMED:. ~ . { + '~ I LEGAL DESCRIPTION: 2 4. 8 20 WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Reading Date Time SITE PLAN Net Depth to Time Water Net Drop 72-008 (6/79) PERCOLATION RATE TEST RUN BETWEEN ~,~. ,Test Ilole ~Lot 7, ':-~ Block 3 WO ~A19218 Date: 4/11/80 Logged by: O. D__epth in Feet From To 0.0 0.5 0.5 1.5 1~5 10.0 10.0 16.0 Soil Description Brown Pea___~t, damp, soft, Pt F-4, brown Sand~ Silt, damp, medium dense, non-plastic, ML F-l, brown very silty. Sandy Gravel/Gravelly ~and, damp, dense, SM/ML F-4, brown Gravelly Sand~ silt, damp, very dense, 10 to 20% gravel, non-plastic, ML Bottom of Test Hole: 16.0 Feet Frost Line: I 0 Foot Free Water Level: None Observed While Drilling Percolatioh Rate = 0.5 minutes/inch with water level in PVC pipe fallimg 9.0 feet in 50 minutes Hatch Sa. Type of Dry No___i. pepS,5 Blows/6" M% Sample Strength Group. Unified 1 5.0 9.7 'G N D M_L/SM 2 10.0 10.9 G N D SM '3 15.0 10.7 G N D ML Remarks: 1. 3. 4. 5. 6. Type of Sample,..]'G=Grab, SPT = Standard Penetration, U = Undisturbe~. .. Dry Strength, N=None, L=Low, M=Medium, H=High. Group refers t0~'sim'ilar,ma'terial, this study only. General Information~, see Sheet 1.. Frost and Textural Clgssifi:cation, see Sheet 2. Unified Classi~icati~on, see. Sheet' 3. LOT 7, BLOCK 3 Soils and Ground Water Boring 7-3 was drilled near the boundary between Lots 7~and 8. This boring encountered silty sandy gravel and gravelly silt to the 16 foot total depth of the boringo I Test Pit 29, dug on the~ Southpark Bluff Drive right-of-way, and Test Pit 17 also encountered similar soils. No ground water was observed in either the test pit or the boring. These soils are typical of the landform. The soil is a glacial till and is generally relatively impermeable although more permeable and cleaner sand and gravel layers do occur. The high percolation rate in Boring 7-3 indicates more permeable layers existed at this location. The northern~part of the lot is possibiy a part of an abandoned stream terrace which is now occupied by a small stream. Test Pit 28 is typical of the soils that may be expected in this area. The test pit found coarse sandy gravels with cobbles throughout the depth explored. Location of Septic System The preferred location for the drainage system is on the south portion of the lot, away from·the stream and .steep slopes. Des____ign Absorption Area As mentioned above, the percolggion'test ?n Boring 7-3 indicated a percolation rate of 0 5 mirau~es per inch. :-B0cause the soils are fine and :silty and could ~en'd~, to pl:u~wlth~cont~nued use, it is recommended that the abso~,~ area ~of 150 'square feet per bedroom be provided. The se[~l~ sy~s't~,m, should not be placed near the stream. : : · '~ -~"- - , ,. DATE RECEIVED " INSPECTION APPOINTMENTS TIME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR ,~,',U,~,':C:?,~,L:T',' ~F ............. '~'~' MUNICIPALITY OF ANCHORAGE 825 LStreet-Anchorage, Alaskag9501 OCT 2 0 1981 ENVIRONMENTAL SANITATION DIVISION Te,e.ho.e 2.-..20 RECEIV[D REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES 2, BUYER ~ ~/~/~ S 5, LEGAL DESCRIPTION z' 7 STREET LOCATION 6. TYPE OF RESIDENCE NUMBER OF~BEDROOMS [] One [] Four I~ SINGLE FAMILY [] Two [] Five [] MULTIPLE FAMILY ~ Three [] Six [] Other 7. WATER SUPPLY [] INDIVI DUAL* * ATTACH WELL LOG. A well log is required for all wells drilled [~ COMMUNITY since June 1975. For wells drilled prior to that date, give well [] PUBLIC UTI LITY depth (attach log if available.) 8, SEWAGE DISPOSAL SYSTEM [~ INDIVI DUAL/ON-SITE~ [] PUBLIC UTI LITY ,-;YEAR ON-SITE SYSTEM WAS INSTALLED. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010 (Rev. 6/79) THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY [] I~JDIVIDUAL DEPTH OF WELL [~] COMMUNITY DATE DRILLED [] PLIBLIC UTILITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER [] INDIVI DUAL/ON -SITE DATE INSTALLED []PUBLIC UTILITY Connection Verified INSTALLER []Septic 'rank or []Holding Tank Size: If Tank is homemade SOILS RATING give dimer~sions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCESwELLTO: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line 5, COMMENTS FOR .EDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED DATE BY 72-010 (Rev, 6/79)