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Home My WebLink AboutEAGLE RIVER VALLEY RANCHETTES LT 26C ( 3 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 LEGAL DESCRIPTION LOCAT,ON /'/4 DISTANCE TO: [We" J I ^bsorpt'onerea Manu,actu,er ST-/ d- Liq. capacity in gallons I I F HOMEMADE: Inside length DISTANCE TO:IWell /(~j. Dwe ng Manufacturer DISTANCE TO: Well No. of lines // Length ~?~..~ch ~e Top of tile to finish grade Length Width Crib diameter Well PHONE [ I~NEW NO. OF BEDROOMS ~.~ Dwelling PERMIT NO. Material No. of compartments Width Liquid depth .... PERMIT NO. Liquid capacity in gallons Material Nearest I°t >~.~ /~--s/-- Trench~,~idt h ~ O inches Tot a~t h o.~ lines MaterialJ3eneath tile ~//~.. /' t -- ~, y,~., I,, ~'~e~/--~'~'~'inches Depth ~:~v./~T~,,~kj ~-~ Total effective absor~ti~.n area PERMIT NO. Crib depth Building foundation Total effective absorption area Nearest lot line DISTANCE TO Class Depth Driller Distance to lot line PERMIT NO. DISTANCE TO: Building foundation Septic tank Absorption area(si OTHER PIPE MATERIALS $OI L TEST RATING INSTALLER Ho. 145 DATE LEGAL IRev. 3/78) "~)AVI D A. SLEN KAMP ROBERT A. SHAFER MECHANICAL ENGINEER 694-9055 August 14, 1979 Robert Thomason Box 6, Whirlaway Eagle River, Alaska 99577 Dear Mr. and Mrs. Thomason, CIVIL ENGINEER 694-2979 MUNICIPALITY OF ANCHORAGE DEPT. OF IF'ALTH & ENVII~ONMENTAL P2OTECTION AU8 1 6 1979 RECEIVED At your request, Paul Gibbs began upgrading your sewer system in accordance with Municipality permit #790434 on August 11, 1979. We were asked by Mr. Gibbs to preform two (2) on site inspections. A copy of the inspection report forwarded to the Municipality is enclosed for your records. We found that the soil excavated did not support the 140 S.F. per bedroom rating as stated on your permit. The trench sidewalls.were of a clayey gravel material and were more nearly rated at 225 S.F. Per bedroom. For this reason, your excavator, with your permission, doubled the length of the trench to 70 feet, more or less. If we can be of further service to you, please do not hesitate to call. Since~4~ ly, // encs: 2 ~ CF: Health and Enviornmental Pro~ectJ.on Agency SRB 196X EAGLE RIVER, ALASKA PERMIT NO. z cz = J- ZT ' oP ANOHr.. DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 '*L" STREET¢ ANCHORRGE, AK. 99501 264-4?20 I TF '~;FI-WFR UPGRADE pERI".'I I T 7904~4 ) APPLICANT LOCATION LEGRL ROBERT THOMASON BOX 6 WHIRLAHRY RD WHIRLAHRY RD L26 BLK C EAGLE RIVER VALLEY R LOT SIZE 694 9466 17955 SQ_;RRE FEET TYPE OF SOIL ABSORBTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS SOIL RATING (SO FT/BR)= 140 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: DEPTH= I £-~ LEI'-.IGTH= ~5 6RA'..-'EL DEPTH= 6 THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRAINFIELD. THE DEPTH OF R TRENCH OR PIT IS THE DISTANCE BETI4EEN THE SURFRCE OF THE GROUND AND THE BOTTOH 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). PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY HELLS RDJROENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. TWO ( 2 ) I 1'4~PEOT I 01%15 ARE REQ. Lm I RFD BACKFILLING OF ANY SYSTEM HITHOUT FINAL INSPECTION RND RPPROVRL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS i00 FEET FOR A PRIVATE WELL~ OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO IHSURE PROPER INSTALLATION. PERr'IIT EXPIRES DECEMBER gl., :L979 I CERTIFY THRT l: I RM FRMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS SET FORTH BY THE MUNICIPALITY OF RNCHORRGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. ~: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS R~ODELED TO INCLU~/MORE THAN ~ BEDROOMS. , / r ~OBERT THOMRSON V3. 2 o,,,,?~-~ -. GI'"'":TER ANCHORAGE AREA BORO!"~,~I I~'r'ARTMENT OF ENVIRONMENTAL 0. UALIm,- 3500 TUDOR ROAD ANCHORAGE, ALASKA ggs07 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCA.O,~ _,C: ~.. SEPTIC TANK: DISTANCE FROM WELL LIQUID CAPACITY MAILING /) _ _- ADDRESS/,"'~. Z.~,~-/',J"~ ,~,"/~',,'~'./.,~ X- PHONE LEGAL DESCRIPTION / ,~,~ ~ GALLONS. MATERIAL '~(' ~¥". / NUMBER OF COMPARTMENTS INSIDE LENGTH, ~ INSIDE WIDTH LIQUID DEPTH~ SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PiTS J LINING MATERIAl L~-m/¥~~'~',~. /~I/L/~' 5 NEAREST LOT LINE ~ ~ ~ OUTSIDE DIAMETER ~ OR WIDTH /' '~ DISTANCE FROM WELl. TOTAL EFFECTIVE ABSORPIION AREA (WALL AREA) , LENGTH / ~ , DEPTH ~ , BUILDING FOUNDATION ''''~''~ ' q,.~ O SQ. F;. TILE DRAIN FIELD: DISTANCE FROM WELl NUMBER OF LINES '~ , FOUNDATION DIST/~NCE BETWEEN LINES ABSORPTION AREA SI~k,,,.,F.~_. LENGTH OF EACH LINE ~ . ,-- TOTAL L~'--'" , NEAREST LOT LINE , O.,~ES TRENCH WIDTH / IN. TOTAL EFFECTIVE DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE L~r4 DISTANCE FROM WELL: TYPE //t : DEPTH ,BUILDING FOUNDATION. NEAREST SEPTIC SEEPAGE LOT LINE ., SEWER LINE. ,, TANK , SYSTEM WAIER SAMPLE . NEAREST OTHER , CESSPOOL , SOURCES DISTANCES: DIAGRAM OF SYSTEM APPROVED '"' 'Z'"' GJ'"'~TER ANCHORAGE AREA BOROr'"~,N ~JI:PAFITMENT OF ENVIRONMENTAL RUALh · 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME LOCAT,ON MAILING ADDRESS.Z '~ PHONE, LEGAL DESCRIPTION SEPTIC TANK: DISTANCE FROM WELL LIQUID CAPACITY GALLONS. INSIDE LENGTH NUMBER OF COMPARTMENTS "~ LIQUID INSIDE WIDTH.___.~~ DEPTH SEEPAGE SYSTEM: NUMBER OF PITS LINING MATERIAL NEAREST LOT LINE SEEPAGE PIT: / I I t OUTSIDE DIAMETER OR WIDTH /~ , LENGTH /~ , DEPI, ~' ~('~'~4.'~',e',F"7~ ) · DISTANCE FROM WELL ~""~ ~">~t,/'~'"'~ BUILDING FOUNDATION.~/~ TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) ~."~ ~'~'"J/4~ SQ. FT. TILE DRAIN FIELD: DISTANCE FROM WELL NUMBER OF LINES ABSORPTION AREA DEPTH: TOP OF TILE TO FINISH GRADE ON DISTANCE BETWEEN'%~ ES SQ. FT. LENGTH O~ACH LINE DEPIH OF FILLER MATERIAL BENEATH TILE NEAREST LOT LINE ,,""' , OF LINES, TRENCH WIDTH / IN. TOTAL EFFECTIVE .....-- IN. ABOVE TILE WELL: DISTANCE FROM WATER TYPE(~---¢'~¢,'~'~ . DEPTH , BUILDING FOUNDATION.. SAMPLE . NEAREST NEAREST SEPTIC SEEPAGE OTHER LOT LINE ,. SEWER LINE , TANK , SYSTEM , CESSPOOL . SOURCES .,, DIAGRAM OF SYSTEM DISTANCES: GR~_~TER ANCHORAGE AREA BOHOUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3500 TUDOR ROAD POUCH 6-6~O / / ANCHORAGE, ALASKA 99502 TELI;F'HONI~ 279-8686 SEWAGE DISPOSAL SYSTEM ~ APPLICATION AND PERMIT ~;EEPAG[ PIT ~ ~ # DRAIN FIELD _ , / / I ~TO B~ INSTALLED BY OTHER LEGAL DESCRIPTION ~ 7" ~6--'" INSTALLATION OF: SEPTIC TANK I TYPE AND SIZE OF FACILITY TO SE SERVED FINANCED THROUGH .,' TEST RESULTS / 5-- '/'V'./- COMPLETION DATE ANTICIPATED NOT1Ei THIS PERMIT IS NOT VALID WITHOUT ~OIL TEST FINAL INSPECTION~ 24 HOUR NOTICE REQUIRED. DACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL DE SUBJECT TO PROSECUTION, DIAGRAM OF ~Y~TEM MINIMUM DISTANCES, REQUIRI='MENT~ FOUNDATION TO SEPTIC TANK SEPTIC TANK ., SEEPAGE PIT DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN FIELD , SEEPAGE PIT , ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK DRAIN FIELD SEEPAGE PIT SEPTIC TANK. . SEEPAGE pIT TO RIVER. LAKE. STREAM. DRAIN FIELD ~EXCAVAT[ON 5~FEET INTO UNDISTURBED SOIL. ~4 INCH DIAMETER CAST IRON ~IPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL. BACKFILL CONFORM TO BOROU/Gif~I~I~LATIONS REGARDING INSTALLATION. HEALTH AUTHORITY OR LICENSED DESIGNER I CERTIFY THA LIAR WITH THE REQUIREMENTS OF GREATER ANCI~I~)RAGE AREA BOROUGH ORDINANCE NO. 2S-SS AND THAT THE ABOVE DESCRIB D YSTEM IS IN ACCORDANCE WITH SAID CODE. DATE ' APPLICANT'S SIGNAT '