The URL can be used to link to this page

Home My WebLink AboutELMORE #1 BLK 6 LT 5 ' '~ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION ' 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ~)N-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME ~ PHONE F-} NEW Inside length W~dth Liquid depth [~ ~ IF HOME.DE: Well Dwelling PERMIT NO. No. of lin~ Total leng h of lines Trane idlh O Total ef f~ti~ absorption area < ~ Type of crib Crib diameter Crib depth ~ Well Building foundation Nearest lot line ~ DISTANCE TO: ~ Building foundation Se~r line Septic tank Absorption area(si ~ DISTANCE TO: OTHER 72-0' IRev. 3/78) ~ ~ · ~"DE~ARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION " -~ ~'~ ' 825 'L' S~REST, ANCHORAGE, AK. 9~5~1 PERMIT NO. ( 780~5~ ) 'APPLICANT L~RRY KANUIT ,LOCATION NATRONA ST :LEGAL ' L5 BG ELMORE TYPE Of SOIL ABSORBTION SYSTEM IS: SPA BOX ~3~ LOT SIZE 344 30000 SQUARE FEET iMAXIMUM NUMBER OF BEDROOMS = 4 SOIL RATING (SQ FT/bR)= 0 ~:THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM DEPTH= 0 LENGTH= 3:L GRRVEL DEPTH= 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). THE TRENCH W I DTH I S THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFRLL PIPE AND THE BOTTOM Of THE EXCAVATION (IN FEET). REQU I RED SEPT I C TANK ~ I ZE= $00 G~LLO~S ~,PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE i INSTALLATION INSPECTIONS OF ANY WELLS ~DJACENT TO THIS PROPERTY AND THE !NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. ', TWO (2) INSPECT I O~S ARE REQU I RED ----- ,BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS !DEPARTMENT WILL BE SUBJECT TO PROSECUTION. ~MINIMUM DISTANCE BETWEEN R WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR R PRIVATE WELU OR ~150 TO 200 PEET FROM R PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS PRE AVAILABLE TO INSURE PROPER INSTALLATION. PERM I t EXP I RES DECEMBER I CERTIFY THAT l: I RM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS SET FORTH BY THE MUNICIPALITY Of ANCHORAGE. '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 REMODELED TO INCLUDE MORE THAN 4 BEDROOMS. ~PPLI CANT/? LFlRRV KRNUIT ,4___% P HEALTH DEPARTMENT ' ' 1~0, 327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2';11 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM 165 LOCATION SEPTIC TANK: DISTANCE FROM WELl LIQUID CAPACITY ~'-~ GALLONS. MATERIAL ~"?~°~'~'~--'~/~'~'~-'~-~ NUMBER OF COMPARTMENTS INSIDE LENGTH ~ INSIDE WIDTH ~ LIQUID ~ / DEPTH SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS // OUTSIDE DIAMETER LINING MATERIAl NEAREST LOT LINE OR WIDTH_ · DISTANCE FROM WELl /~'~ / ~-.-~"~ / TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) LENGTH //~'/ '~ , , DEPTH BUILDING FOUNDATIOI~ so. TILE DRAIN FIELD:~ ~ . DISTANCE FROM WELl ~' , FOUNDATION , NEAREST L~'~INF OF [~NES DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER NLATERIAL BENEATH TILE .IN. ABOVE TILE WELL: h, p F ,.~-~/,~/,.,,,~._.,,....~ ~ DEPTH ~',/ · DISTANCE FROM · WATER ,BUILDING FOUNDATION. /'"'~'~'"" /f~? , NEAREST . SAMPLE LOT LINE ,,,/~.) /~., NEAREST ~ SEPTIC .~ SEEPAGE / //OTHER SEWER LINE lANK ~'/ . SYSTEM /~/~ . CESSPOOl -- , SOURCES DISTANCES: DIAGRAM OF SYSTEM o,~....~ GREATE.'-~,&NCHOR,AGE AREAf"~ROUGH c~eHo. ~'.~/ '; 327 Eagle St. Anchorage, Alad~a 99501 279-2511 ~EW~GE DISPOSAL SYSTEM - APPLICATION & PERMIT ~,~, .~ o~ ~,~.~/~ ~z~ ~ ~,~,~ ~~ ~ a a.~&~o.?~.~ ~Y RESIDENCE ADDRESS 7~/~-- ~ ~Z LOCATION OF INSTAL~TION~P~/~/ ~ ' ~E~*L ~scmpT,o. ~~ ~ ~ ~~ ~ , OTHER APPLICATION TO INSTALL: SEPTIC TANK ~, SEEPAGE PIT ~ , DRAIN FIELD TO SERVE THE FOLLOWING FACILITY ~ FINANCED THROUGH TO BE INSTALLED BY~_.~~ TEST RESULTS ANTICIPATED DATE OF COMPLETION BELOW TO BE Flttl:n OUT BY HEALTH DEPARTMENT HEALTH AUTHORITY I certify that I am familiar with the requirements of Greater Anchorage Area Boroug~2rdinance No. 28-68 and ~hat the above described system is in accordance with said code. -/ / C'REATER ANCHORAGE AREA BORO~GH HEALTH DEPARTMENT 327 EAGLE STREET ANCHORAGE, ALASKA 99501 Performed For -Larry Kaniut Date Perfor~ned LeKal Descplption: Lot 5 Block 6 SubdivisiOn. ,,Elm°re ,.MI .-~ercolatlon This Fc~m Reports a: Depth Feet Soil CharacterisTics silty fine sand .(SM) 2 brown & gray gravelly fine to coarse sand 3 (SW)~ 4 Was Ground Water Encountered? If Yes, At What Depth no Reading Date Gross T/me Net Tlme Depth To H20 CASE # 7/~4/70 Lo,at'on Sketch Net Proposed In~tal~Seepage Pit Drain Field Depth Of Inlet Depth To Bottom Of Pit Or Trench COMMENT$:..necessary drainage surface grea iF 125, s~ua[e feet per be~'r~Jm Test Performed Data Certified By:., Ngtional Testin~ Se~vices, Inc. Date: MUNICIPAUTY OF ANCHORAGE ~ ..... ... ,, '-.': ;~ DEPARTMENT OF H~LTH & E~IRONME~AL PROTEC~ON ENVIRONMENTAL ENGINEERING DIVISION ~.., ~ .... . . . . REOUE~ FOR ~PROVAL OF INDIVIDUAL WATER ~D SEWER FACILITIES )lRECTION~:.Complete all par~ on page 1. I~lml ~ will ,m be i~mmlld. Ptl~e allow ten (10) days for proctoring. 1. PROPERTY OWNER MAILING ADOREe~e SPA l~ox 333. Anchn'ra~e. Alaska. PROPERTY ~ESIDENT (If diff~t fr~ ~) ' 99507 PHONE 344-s63o PHONE PHONE 2. BUYER S~me as above MAILING ADORESS ·--LENDING INSTITUTION ~ILING ADOR~ 310 E, Northe~ Lights, ~chorage, Alaska 99503 PHONE 279-7637 PHONE MAltING ADORE~ ~. LEGAL DESCRIPTION Lot 5, Blk 6, glmore S/D ~1 STREET LOCATION NHN NaCrona 6. TYPE OF RESIDENCE ~ SINGLE FAMILY [] MULTIPLE FAMILY NUMBER OF BEOROOM~ r-I One [~ Four [] Two [] Five [] Three [] Six [] Other 7. WATER EUPPLY INDiViDUAL' [] COMMUNITY [] PUBLIC UTILITY I[ SEWAGE DISPOSAL SY~'rEM []~3 INDIVIDUAL/ON-SITE" [] PUBLIC UTILITY * ATTACH WELL LOG. A wall log is required for all walls drilled since June 1975. For walls drilled prior to that date, give wall depth (attach log if available.) If md,v,dual/on-site, give installation date If system is over two (2) years old an adequacy test is required by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCF. S~ING CAN BE INITIATED. 72.010t3118} . __.,.' THIS SIDE FOR OFFICIAL USE ONLY ~,~ DATE RECEIVED iNSPECTION APPOINTMENTS TIME TIME TIME DATE DATE DATE INSPF'C¥~R INSPECTOR INSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS r-q SINGLE FAMILY I--1 ONE [] THREE [] FIVE [] OTHER I--I MULTIPLE FAMILY [] TWO [] FOUR [] SiX 2. WATER SUPPLY PERMIT NUMBER [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER []INDIVIDUAL/ON -SITE DATE INSTALLEQ []PUBLIC UTILITY~_"~ ~ Connection Verified INSTALLER r--ISeptic TAnk or []HoldingTank Size: '~/ If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACT~,~ ~ TOTAL ABSORPTION AR EA MATER,AL -- {/ I (~L~ROVED FOR ~BEDROOMS ;--I CONDITIONAL APPROVAL (letter must accompany certificate) []~,~/DISAPPROVED (~/~ DATE BY LEGAL DESCRIPTION ~, 72-010 (Rev. 3/78) Larry Kanuit SRABox 333 Anchorage, Alaska RECEI.V. ED. Re: Adequacy Test on Existing Sanitary Sewer System; Lot 5, Block 6, Elmore Subdivision, Anchorage, Alaska Dear Mr. Kanuit: Per your request of September 13, 1978, we conducted a. test of the sanitary sewer system on the above described property. Five hundred gallons were pumped from the septic tank' prior to the performance of the test on the seepage pit. During the test the liquid level in the seepage pit was monitored as 750 gallons were removed and 800 gallons were pumped back into the seepage pit to the inlbt level. Ail liquid levels were measured below the top of the standpipe and are shown in the following table: Initial Liquid Second Water Third 24 hour Total Reading Removed Reading Added Reading Reading Drop (gallons) (gallons) 5.75' 750 8.70' 800 5.25' 6.30' 1.05' The average specific capacity is 20.3 gallons per inch based on two sets of readings showing 21.1 and 19.3 gallons per inch. After twenty four hours the liquid level was measured again at 6.30 feet. It had dropped 1.05 feet or 12.6 inches. This indicates an average effluent acceptance rate of 255.8 gallons per day for the surrounding soils. If the 4 bedroom residence on the property is to house 8 people, the average load on the system can be expected to be 600 gallons per day. We can therefore conclude that the system is not disposing of effluent at an adequate rate for a 4 bedroom residence. September 15, 1978 Larry Kanuit Page -2- We appreciate this opportunity to be of service to you. Please contact us if you have any questions regarding this letter or if we can be of additional service to you. Very truly yours, Rf~M ~ONSULTANTS, I~NC. GS/djb/12-F September 2~, 1970 Larry Lo Kanuit 'Star Route A ~ox 333 Anchorage, Alaska 99507 subJectt Lot 5 Block 6 Elmore Subdivision Before this departm, ent m~y approve the re~lost for sewer and water approval, an upgrade of the sewer system wtll bc required. (1) Add on an additional 50~ gallon septic t~nk to the ~isting 720 gallon tank. (2) Using tho existing seepage pit, from the top of tho crib come out with a ten(lO) foot solid pipe, which shield be camt iron or its equivalent. Your trench should start at that point. The trench ohould be thirty-one(31) feet in length with foot of gravel below tho drain pipe. f Prior to the upgrade, a per=it nu~t be issued by this If there are any further questions, please contact this office at 264-4270. S~ncerely~ ~ · ' Robert C. Pratt, Associate Rc~/I~ ,.- Cc~ Alaska Statebank % 310 East ~orthern L~ght~ Boulevard 99503