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HomeMy WebLinkAboutRABBIT CREEK BLK 2 LT 22 ,/:~'~/ ~"~ DEPARTMENT OF HEAl. TH & ENVIRONMENTAl. PROTECTION ,~) ENVIRONMENTAL ENGINEERING DIVISION ~~ 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAl_ SYSTEM AND/OR WELL INSPECTION REPORT NAME I~NON E LEGAL DESCRIPTION LOCATION NO, OF BEDROOMS ' DISTANCE TO: W~ . rption area Dweldng PERMITNO. ~ ~ No, of compa~nts ~ ~ Manufacturer Inside length Width ' ' ; Li~luid depth Liq. capacity in~allons / ,Z-.~ IF HOMEMADE: Well Dwelling PERMIT NO. O ~ Materi~ -- Liquid capacity in gallons ~ ' ' Well Foundation ' Near~st lot line PERMIT'~O. ~ ~ ~ No. of lines Lengd~ of each tine Total tengtl~ of lines Trench width Distance between lines ~ ~ inches ~ ~ ~ Top of ti]e to finish grade Materia} beneath tile ~tal effecti~ absDjption,area Length Width Depd~ PERMIT NO. ~p Type of crib Crib diameter Crib depth Total effective absorption a~ea ~ -~ell Building foundation Nearest lot line m DISTANCE TO: ~ Class Depth Driller Distance to lot line PERMIT NO, ~ Building foundation Sewer line Septic tank Absort)tion area(s) ~ DISTANCE TO: PIPE MATERIALS APPROVED DATE LEGAL MUNICIPALITY OF ANCHORAGE Department -' Health and Environmenta. ?rotection 825 ,. Street, Anchorage, AK. ~9501 264-4720 * * * HANDWRITTEN PERMIT * * * '~'/ lC>':>:)-!-- WELL AND/~t~ ON-SITE SEWER PERMIT Applicant: ~/F/ ~fZ~_~/ _~/,~/~ Mailing Address: Location: ~ ~2 &~ F% z.. Zq Phone Number: Type of Soil Absorption System Is: ~'-~-~ Trench: Drainfield: Seepage Bed: /~ Holding Tank Maximum Number of Bedrooms: ,~- Soil Rating(sq.ft/br) The Required Size of the Soil Absorption System Is: DEPTH LENGTH _ GRAVEL DEPTH WIDTH 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). * * REQUIRED SEPTIC(HOLDING) TANK SiZE = /~%~ GALLONS * * Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * * * TWO(2) INSPECTIONS ARE REQUIRED * * * Backfilling of any system without final inspection and approval by this department will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 feet for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a co~ununity sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 31, 1 9 8 1 * * * I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) T will install the system in accordance with codes. (3) I understand that the o~r~t~e sewer system may require enlargement if the ~?~idence is remodeled t~include more that 3 b~drooms. Signe~: Date: '" "' t~ / SWP/024(1/81) AL ASKA ENVIRONI~"'-NTAL CONTROL SERVICL INC. 1220 West 25th Aver~ue ANCHORAGE, ALASKA 99503 Phone 276-1361 SHEET NO '~- OF CALCULATED F~Y /- ' - _ DATE CHECKED BY__. DATE SCALE ALASKA ENVIRON""~NTAL CONTROL. SERVICL~,, INC. 1220 West 25th Avenue ANCHORAGE, ALASKA 99503 Phone 276-1361 JOB SHEET NO. ~.--~ OF CALCULATED BY DATE CHECKED BY DATE SCALE ALASKA ENVIRON"-"NTAL CONTROL SERVIC,~.,, INC. 1220 West 25th Avenue ANCHORAGE, ALASKA 99503 Phone 276-1361 JOB .......... SHEET NO "~ CALCULATEO BY CHECKED BY SCALE OF DATE DATE --? ALASKA ENVIRON""'NTAL CONTROL SERVIC,._~, INC, 1220 West 25th Avenue ANCHORAGE, 'ALASKA 99503 Phone 276-1361 JOB ........................... CALCULATED BY ............... [)ATE CHECKED BY ..................... DATE ,'1 "'2, I/~ sc/, ¥o f~)~rt-~ _.1 CONTROL SERVICF" INC. 1220 West 25th A .de ANCHORAGE, ALASKA 99503 Phone 276-1361 ALASKA ENVIRONI~"NTAL CONTROL SERVICE INC. 1220 West 25th Avenue ANCHORAGE, ALASKA 99503 Pholle 276-1361 ()ATE SCALE ,/~ SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 10 11 12 13 14- 15 16 17 18 19 2O SLOPE WAS GROUND WATER ENCOUNTERED? _~' (~ L / o SIT iF YES, AT WHAT .~, .~¢- F,/~ E DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop PERFORMED BY: /~z ~ CERTIFIED BY: PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT 72-008 (6/79) 0 0 0 0 0 0 0 0 0 0 0 0 i : 0 0 0 0 © 0 0 0 0 0 0 0 : ~ 0 0 0 0 0 0 0 0 0 0 0 0 APPLIC !T FILLS OUT UPPER HAL 3NLY Mailing Address i. ;.,'~ /'/ ''r Zip Code Zip Code Lending Institution Phone Address Realty Co. & Agent Address Legal Descriplion '- L, ¢ Street Location Type of Residence   ingle Family Multiple Family ~ Other No. of Bedrooms '- Zip Code Zip Code Phone Water Supply  - Individual Community [~ Public Utility A'lq-ACH WELL LOG. A well log is required for all wells drilled since June 19'75. For wells drilled prior to that date, give well depth (attach log if available). Sewer Disposal ~' Individual ~ Public Utility ~] 14olding Tank Year Individual Installed: , .: ,:i, When Connected to F'ublic Utility: NOTE: TIlE INSPECTION FEE MUST ACCOMPANY EACN REQUEST BEFORE PROCESSING CAN BE INITIATED. Time [)ate Inspector Field Notes: Time Time Date ~ Da e InspectorD , Insp~: Time ~nsp~otor APPROVED BEDROOMS DISAPPROVED CONDITIONAL A >PROVAL* 3 *CONDITIONS OF APPROVAL '4''4''~-, ' '~ - ,; · Soils Rating Date Sewer Inslalled / 'Z --/¢ ~ / Well To Absorption Area Well to Tank / Well Log Received Septic Tank Size / "'2-- ~'"~ APPLIC IT FILLS OUT UPPER HAl 'DNLY Mailing Address Address Code Zip Code Lending Institulion /~...~"~'- .,, :., ( ,,.';*;-?' Address Really Co. & Agent 4_.},.~ ~J~ Address Zip Code Zip Code Legal Deseription Street Locati~ Type of Residence ~ingle Family Ct'J Multiple Family NO. of Bedrooms ~ Olher IPhone Phone Phone Water Supply -~'~ Individual ~ Cemmunity [~ Public Utility 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 (att,anb log if available). Sewer Disposal ~,>~¢~!ndivid ual E] Public Utility ~ Holding Tank Year Individual Installed: __/~'? ~--' ..._.~ When Connected to Public Utility: NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time Time Date Date Date Date -- Inspector Inspector Inspector Inspector Field Notes: ) APPROVED BEDROOMS ) DISAPPROVED ) CONDITIONAL APPROVAL' DATE BY: 'CONDITIONS OF APPROVAL Soils Rating Date Sewer Installed 72.023 Well To Absorption Area Well to Tank Well Log Received Septic 'rank Size INSPECTIO" EPORT MUNICIPALITy OF ANCHORAGE, ~UILDING SAFETY DIVISION , ' 3500 EAST TUDOR ROAD INSPECTIONS (907) 563-3464 ADMINISTRATION (907) 786-8211 NAME /~ STREET ADDRESS ' ' ~ ~ "~" '': /PHONE LOT/ , _ BLOCK/ ~: _ SUBDIV. FOOTING [] ELEC. TEMP. -- [] PLBG. UNDGR.-- [] FOUNDATION -- [] ELEC. SERVICE -- [] PLBG. ROUGH [] BOND BEAM _-- [] ELEC, ROUGH _-- [] GASTEMP .... [] FRAMING [] ELEC. FINAL .~ GAS [] INSULATION -- E~ OTHER / // ; [] MECHANICAL -- [] SHEETROCK -- [] '""' ;:" ///~' ' MECH. FINAL __ [] STRUCT. FINAL __ [~ FIRE FINAL [] PLBG, FINAL- .-- [] OTHER [] ZONING [] OTHER [] NO NONCOMPLIANCE OBSERVED WILL RE[-:XAMINE AT NEXT INSPECTION CORRECTIONS ESSENTIAL AS EXPLAINED BELOW DO NOT CONCEAL UNTIL REINSPECTED ~ " INSPECTOR DATE WFIEN CORRECTIONS ARE MADE, PLEASE CALL FOR INSPECTION DO NOT REMOVE THIS NOTICE 84-002 (Rev 2/83) Time Time e Date Inspector Date Comments Inspector Date Inspector Conditional Approval Date Sewer Installed ~.?g~ Permit No. Septic Tank Size I ~ ~ g' I Holding Tank Size Soils Rating Well To Absorption Area Well Log Received Well to Tank _ APPLICANT FILLS OUT LOWER HALF ONLY Property Owner ~.~',//~,"~i'"// /~"2'E,~'/d'//<r: ~r Ma~,ng Addrass.~'£~ :~X ~t'/.7 '-' ~' Buyer Address Phone Lending Institution Phone Realty Co. & Agent ; Phone Legal Description Street Location ~/~ L~-Single Family [] Multiple Family No. of Bedrooms ~r,I3 Other Water. Supply ~lndividual Community Public Utility ATTACH WELL LOG. A well Icg is required far all wells drilled since June 1975, For wells drilled prior to that date, give well depth (attach Icg if available.) Sewage Disposal "~-% tndivid Ual [3 Public Utility [] Holding Tank Year Individual Installed: When Connected to Public Utility: NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCE'"~SING CAN BE INITIATE[). Pebruary 10, 1982 Garth Herrill Anchorage, AK 99504 Subject~ Lot 2, ]3took 2, Rabbrt Creek S/D Dear Mr. Merrill: Approval fo'," the individual sewer and water facilities cannot be granted until the following items have been completed: Exposed electrical wires to the well head are in violation of the Municil:~ality of Anchorage codes and must be encased J.n conduit. ° The water analysis report needs to be submitted to th'ts office from ~.he Chem Lab, 5633 B Street, for our review. Please notify this department for a reinspection when the noted discrepanc±es ha. ye been corrected. If there are any further questions, please calk this office at 264-4720. Sincerely, Robert C. Pratt Associatu Environmental Special~st ALASKA e[iuII ODmeFITAL COIqTROL SeF u c S, IFC. ~nqin~¢rinq & ~l~uironm~ntol $1urli~s OCTOBER 3 1983 RECEIVED GARTH MERRILL SRA BOX 413 - E ANCHORAGE AK 99507 SELLER - ROY HOPKINS BUYER - SUBDIVISION - RABBIT CREEK BLOCK - 2 LOT - 2 ADEQUACY TEST FOR SEWER SYSTEM THE TYPE OF ABSORPTION SYSTEM IS A BED WITH AN AREA OF 648 SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 450 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 680 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 3 BEDROOM HOME. SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF 1250 IS ADEQUATE FOR THIS 3 BEDROOM HOUSE. 1200 LUcsl 33rd Aucnu¢. $ui1¢ J~ · J~nchora§¢, Alosko 99503 · (907) 276-1361 ALASKA e[1UIROrlmE rlTAL COFITROL SeRUICe$, IIIC. ~r~gncerinq & ~uiro~mentol Studies SPECIFICATIONS FOR ELEVATED BED ALTERNATIVE WASTEWATER TREATMENT SYSTEM- LOT 2, BLOCK 2, RABBIT CREEK SUBDIVISION 1.0 GENERAL 1.1 THE DRAWINGS, SHEETS 1 THRU 5, SHALL BE A PART OF THIS SPECIFICATION. 1.2 ALL MATERIALS AND WORKMANSHIP SHALL MEET THE REQUIREMENTS OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERMIT. 2.0 THE LIFT STATION 2.1 THE STOCK MATERIAL FOR THE LIFT STATION SHALL BE EITHER GALVANIZED STEEL (ASTM A-4444-76), OR ALUMINUM CULVERT, CAPABLE OF BURIAL TO 10 FT. 2.2 THE 24" PIPE FOR THE LIFT STATION SHALL HAVE A WELDED WATER TIGHT BOTTOM OF THE SAME THICKNESS AND COMPOSITION AS THE CULVERT. 2.3 ALL PENETRATIONS OF THE LIFT STATION SHALL BE WELDED AND WATER TIGHT. ALL WELDS SHALL BE CLEANED OF SLAG. WELDS ON GALVANIZED STEEL WILL BE SPRAYED WITH ZINC RICH PAINT OR COATED WITH BITUMASTIC. 2.4 THE TOP CAP SHALL BE RAIN TIGHT AND SECURELY FASTENED WITH SCREWS. 2.5 ALL ELECTRICAL FITTINGS AND CONNECTIONS IN THE LIFT STATION SHALL MEET THE REQUIREMENTS FOR A WATER TIGHT SERVICE. 2.6 THERE SHALL BE A HIGH LEVEL ALARM SET AT THE LEVEL OF THE SOIL PIPE FROM THE SEPTIC TANK. THE BUZZER SHALL BE LOCATED NEAR THE ELECTRICAL CONTROL PANEL OR IN A LOCATION DESIGNATED BY THE HOMEOWNER. 2.7 THE SUMP PUMP SHALL BE CAPABLE OF DELIVERING 10 GPM AT A HEAD OF 20 FEET. 2.8 THE SUMP PUMP SHALL BE SUSPENDED NOT LESS THAN 6 INCHES OFF THE BOTTOM OF THE LIFT STATION WITH A CHAIN OR NYLON LINE. 3.0 SEEPAGE BED 3.1 THE GRAVEL FOR THE BED SHALL BE SCREENED TO THE SIZES INDICATED. 3.2 THE SAND SHALL HAVE AN EFFECTIVE SIZE OF 0.4 TO 0.6 MM AND A UNIFORMITY COEFFICIENT OF NOT MORE THAN 4. 3.3 THE BERM AROUND THE SEEPAGE BED SHALL BE CONSTRUCTED OF IMPERMEABLE MATERIAL, AND ON A SLOPE OF 1 FOOT VERTICAL PER 2.5 FOOT HORIZONTAL. 3.4 THE BOTTOM OF THE EXCAVATION SHALL BE RAKED WITH THE BACKHOE BLADE TO INSURE THAT THE BOTTOM HAS NOT BEEN COMPACTED DgRING EXCAVATION. THE BOTTOM ELEVATION SHALL BE PLUS OR MINUS 2". 3.5 AN OBSERVATION PIPE SHALL BE PLACED AS SHOWN IN THE 1220 ~Uesl 251h ~ucnu¢ ,, ,qnchoreq¢, Al sl , 99503 · (907) 276-1361 DRAWINGS. IT SHALL BE RIGID PVC, ASTM 3033 D-3034. THE SECTION SHOWN WITH HOLES MAY BE EITHER DRILLED 0.5" HOLES @ 6 INCH CENTERS ON OPPOSITE SIDES OF THE PIPE OR A REGULAR SECTION OF REGULAR PERFORATED SEWER MAY BE CLAMPED TO THE SOLID SECTION WITH A NO HUB COUPLING OR SOLVENT JOINT. A RUBBER RAIN-CAP (JIMCAP OR EQUAL) SHALL BE PLACED ON THE TOP OF THE PIPE. 3.6 IF INSULATION IS REQUIRED THE INSULATION SHALL BE DOW EXTRODED BLUE STYROFOAM BOARD OR ARCO GEOFOAM EMBANKMENT INSULATION BOARD OF THE THICKNESS SHOWN ON THE DRAWINGS. 3.7 THE TOP AND SIDES OF THE BED SHALL BE PLANTED WITH A WHITE CLOVER AND RED FESCUE MIX. 4.0 PRESSURE SEWER 4.1 THE PRESSURE SEWER SHALL BE 2 INCH POLYETHYLENE OR PVC PIPE BURIED TO THE DEPTH OF 5 FEET FROM THE LIFT STATION TO THE CENTER OF THE BED 5.0 ALTERNATE LIFT STATION 5.1 A COMMERCIAL PACKAGE CONSISTING OF A 1/2 HP EXPERT CHRONE FLUIDS PUMP AND SIMPLEX 30 GALLON TANK MAY BE gSED. 5.2 THE 36" CULVERT STOCK SHALL MEET THE REQUIREMENTS OF PARAGRAPH 2 AS APPROPRIATE.