The URL can be used to link to this page

Home My WebLink AboutSUN VALLEY HEIGHTS BLK 5 LT 9 GR~ ~,TER ANCHORAGE ARI.:A BOROV'-"H D,,.ARTME~T 0F ENVIRONMENTAL QUALi , 3500 TUT)OR ROAD ANCHORAGE, ALASKA 99507 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM MAILING .... ADDRESS PHONE SEPTIC TANK: DISTANCE FROM WELL LIQUID CAPACITY /~-~-' Z') GALLONS. _~¢ NUMBER OF MATERIAL ,-¢ '~';~'~"' - .COMPARTMENIS INSIDE LENGTH ~ INSIDE WIDTH. LIQUID 4 .... DEPTH __ SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS / OUTSIDE DIAMETER_ LINING MATERIALrJ"',~ DISTANCE FROM WELL , LENGTH~~ ~ __, DEPTH BUILDING FOUNDATION NEAREST LOT LINE~,;~,~' ~?~?~-'~?~TO[AL EFFECTIVE ABSORPTION AREA (WALL AREAl ~;~¢'" '"~ SQ. FT. TILE DRAIN FIELD: DEPTH OF FILTER MATERIAL BENEATli TILE ABSORPT~ .SQ, FT. LENGTH OF EACH LINE DEPTH: TOP OF TILE TO FINISH GRADE WELL: TYPE ,~,~/~-~z:,"~'~ _, DEPTH .._,..~ DISTANCE FROM ., BUILDING FOUNDATION. / NEAREST c.~.~ SEPTIC c._._~ SEEPAGE LOT LINE , SEWER LINE ., TANK , SYSTEM___ DIAGRAM OF SYSTEM DISTANCES: TOTAL LENGTH OF LINES IN, TOTAL EFFECTIVE IN. ABOVE TILE WATER , CESSPOOL_~-~-~ , SOURCES -- G.A.A,B. -'-' DATE GREAl'ER ANCHORAGE"' AREA BOROUGH SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMIT NO, INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED , DRAIN FIELD . , OTHER SOIL TEST RESULTS ~/// '~'"~ /27 ,/~.~U ..~/~':/'/?../~.~-':,¢~2-"¢ NOTE, THIS PERMIT iS NOT VALID WITHOIJT SOIL TEST COMPLETION DATE ANTICIPATED ~.,/ FINAL IN,~PECTION: 24 HOLIR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL IN~PEGTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BI". SUBJECT TO PROSECUTION. SEPTIC TANK SIZE /'~'~r-~) TYPE :h'//' I~/~ SEEPAGE AREA SIZE :/--~7///~¢ TYP/E ~/ MINIMUM DISTANCE~, REQUIREMENTS FOUNDATION TO SEPTIC TANK ~I-- FOUNDATION TO SEEPAGE PIT SEPTIC TANI'( TO SEEPAGE PIT WALL SEPTIC TANK · SEEPAGE PIT TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN FIELD WATER MAIN TO SEPTIC TANK [ ~'! DRAIN FIELD ..... , DRAIN FIELD DRAIN FIELD SEEPAGE PIT · ALSO CONSIDER AREA WELLS. £ SEPTIC TANK, -- --, SEEPAGE PIT , DRAIN FIELD - TO RIVER, LAKE, STREAM, .CAS~T IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF 4 INCH D]AMETER CAST IRON SIPHON PiPeS ON SEPTIC TANK AND SEEPAGE Pit FITTED WITH A}R'['iGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BORO ULATIONS REGARDING INSTALLATION. //~ HEALTH AUTHORITY OR LICENSED DESIGNER I CERTIFY T~T I AM FAMILIAR With THE REQUIREMENTS OF GReater ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND That THE ABOVE GRI:ATER ANCHORAGE AREA BOROUG~~ DEPi 'MENT OF ENVIRORMFNTAL QUA 3500 IUDOR ROAD ANCHORAGE, ALASKA 99502 CASE # Performed For Fred wilkes Legal Descrip~: Lot_~.Block_ This Form Reports Soils Log x Date Performed 4/17/72 Subdivision Sun Valley~s P-~-~-~-6-Ta'tiO'~ Test Depth Fe~ t Soil Characteristics Gray sandy gravel (GW) with silty gravel seams from 6 to 8' Was Ground Water Encountered? no If Yes, At What Depth? 7 Reading Date Gross Time Net Time Depth to Net Drop e~ o~61-fil-6'~ Rate Proposed Insta~T~F~on: Seepage P~t x Depth Of Inlet Depth To COMMENTS: ll0_~quare feet of drainage area is required~r bedroom. Drain Fie'Id Bottom Of Pit ~ Tr~ Y~'st Perform~F-Br~.. P~ E. carlim]Le__, - Oa-"t~--C~-F~-~i~ BY:National Testin~_~S~vs. Inc. Date'. (- MUNICIPALITY OF ANCHORA 3E i DEPA.TMENT OF HEALTH · ENVmONMENTAL PROTECTION ~ ~ 825 LStre.t-Anshorage Alaska 99501 ENV RONMENTAL ENGINEERING DIVISION Telephone 264-4720 REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILI'rlES DIRECTIONS: Complete all parts on psge 1. Incomplete requests will not be proc~sed. PJease allow ten H0) days for processing. 1. PROPERTYOWNER ' PHONE~ M~LING ADDRESS PROPERTYRESIDENTJifd~ffere~tJro~above) J PHONE ~Ai L[ NG AD~ 3' LENDING INSTITUTION -- ~ ~ , ~ ~. I PHONE 4, REAL,OH/AGENT ~ PHONE STHEET L~OATIO~ ' J 6, TYPE DF RESIDENCE I [] SINGLE FAMILY ?, WATi~R S~up,MLUyLTIPLE FAMILY OOMMUN"'Y PUBLIC UTILITY 8. ~EWAGE DI~POSAE ~YaTEM INDIVl DUAL/ON-SITE ~Bkl¢ ~TIUTY NUMSER OF BEDROOMS ' One ~ Four [] Other_ [] Two L_J Five [] Three [] Six ATTACH WELL LOG. A well log is required for ell wells drilled since June 1975. For wells drilled arIor to that date. q ve we depth (attach log if available.) "if individual/on-site, gwe instal etlon date J' ~-~.~.. . [f system is over two [2) veers old an adequacy test is required by this Departmen£. 72-010(3/7BI NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED THIS SIDE FOR OFFICIAL USE ONL DATE RECEIVED INSPECTION APPOINTMENTS TIME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY {~ TWO [] FOUR [~] SiX PERMIT NUMBER 2. WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER []INDIVIDUAL/ON -SITE DATE INSTALLED E~]PU BLIC UTILITY L.~ ~"~ '~.~ Connection Verified _ INSTALLER ~ptic Tan,.~k ~r [~Holding Tan~: Size: I ~'~''' If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL ~k~i~ Sewer Line Nearest Lot 4. DISTANCES Septic/Holding Tan bsorption Area Line WELL TO: Absorption Area to nearest Lot Line 5, COMMENTS [~/APPROVED FOR ~'~ BEDROOMS //CONDITIONAL APPROVAL (letter must accompany certificate) DISAPPROVED 72-010 (Rev, 3/78) ])ate t I / ';-? ALASV ' f · ~",~RTMENT OF IIEALTH AND SOCIAL ,~"9~' ~S DIVISION OF PUBLIC HEALTH ' ~ Lab. No. BACTERIOLOGICAL WATER ANALYSIS ; Office PLEASE MAIL RESULTS TO: ADDRESS ' ~ CITY_ ' ': Sample collected by__ i '.~ ZIP CODE__ Phone No. Date Collected Time Sampling Address / :' ~ · . Specific place of collection REASON FOR SAMPLE SUBMISSION: [] Illness suspected [] Health Regulated Establishment [] Other , ] ~. WATER SAMPLE SOURCE [] Well Type of casing ":' ' [] hnproved (Enclosed, Covered) Spring [] Surface (Reservoir, stream, lake) [] Holding Tank [] Other Analysis shows this WATER SAMPLE to be: ~Satisfactory [] Unsatisfactory' [] Questionable [-] submit other sa~nple [-] Sample too 10rig· in transit to indicate reliable results. Sample should not be over 48 hours old at time of examination. [] Boitie broken or leaked in transit. [] Other SANiTARIAN'S RI~MARKS Sanitarian's Signature: I.R.. EA D INSTRUCTIONS BEFORE _COLLECTING SAMPLE 06-1220 (e) BA~TERIOLOG ICAL WATER ANALYSIS RECORD Rev. 1978 July 24, 1978 851563 United Bank Alaska 2600 Denali Street Anchorage, Alaska 99503 Attention: Jody Nardini Re: Adequacy Test of Existing Sanitary Sewer System; Lot 9, Block 5, Sun Valley Heights Subdivision, Anchorage, Alaska Dear Ms. Nardini: Per the request of Mr. Barry Brogan of Taylor Realty of July 17, 1978, we conducted a test of the sanitary sewer system on the above described property. The septic tank was pumped prior to the performance of the test on the crib. During the test the liquid level in the crib was measured, before and after the addition of 1500 gallons of water. All liquid levels were measured below the top of the standpipe and are summarized in the following table. Liquid Level Before Water Added Liquid Level After Water Added Total Rise in Liquid Level 5.0' 3.2' 1.8' The water level rose 1.8' with the addition of 1500 gallons of water, indi- cating an acceptance rate ef 69.4 gallons per inch in the crib. Twenty-four hours later the liquid level was again measured and found to be 4.8'. It had dropped 1.6 feet or 19.2 inches. This indicates an average effluent accept- ance rate of 1332.5 ga]Ions per day for the surrounding soils. If the four- plex on ~he property is to house 10 people the average load on the system can be expected to be approximately 750 gallons per day. We can therefore con- clude that the system is disposing of efflue~Lt at an adequate rate for a four-plex housing 10 people. July 24, 1978 United Bank Alaska Page -2- We appreciate thls opportunity to be of service to you. Please contact us if you have any questions concerning this test or if we can be of additional service. Very truly yours, R&M CONSULTANTS, INC. .-~ ~/~th Edward Y'armak, Jrf Geotechnical Engineer . Manager EY/kah