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HomeMy WebLinkAboutSWG Application / As-Built - 9/2/1975 SITE NO. J77 DATE BASIS FOR FEE A LINT RECEIB PARCEL NO. E T}IURSTON-MASON HEALTH DISfICT ""uMP . DIVISION OF ENVIRONMENTAL HEALTH 11 f 1O J S }1 lh 2Qio �oa.. 529 WEST FOURTH 110W.K ST P.O.BOX 746 � � PHONE 753-8073 PHONE 426-4407 O OLYMPIA, WA 98501 SHELTON,WA 98584 OWNER !"/ ..2 p O )� C �,�� PHONE 7çr < DIRECTIONS TO SITE TOTAL nL Z-2tZR-, L SEWAdE CONTRACTOR 1 C � ADDRESS OR LOCATION --> > NAME OF PLAT C G c c SOIL TYPE TOWNSHIP RANGE SEC. DEPTH TO VATER TABLE_FT. WATER PUBLIC ❑ PRIVATE PERC. TESTS: INCHES PE HOUR SOURCE TYPE OF �� , `1„ LOT DA E BUILDING t-BASEMENTYJ�i'__SIZE� J BY: PRIMARY /0-cO GAL SECONDARY NO.OF No.OF GARBAGE SEPTIC TANK IZSI cHflCATION GAL. BEDROOMS BATHS DISPOSAL SPACE RESERVED FOR DISTRIBUTION TILE TOTAL FEET REPLACEMENTS DISTRIBUTION FIELD SO FT. Z—�e 0SQ NORTH - SITE PLAN AND SPECIAL STIPULATIONS: TRENCH BOTTOM AREA (! . FEET QUANTITY OF Pc' �ynk APPROVED STONE CU. YD. SAN CU. YD. FILL REQUIRED CU. Y S. 1 uR> cQ� . THE ELEVATION OF THE BUILDING SEWER IHALL BE SUCH THAT THE MAXIMUM DEPTH OF THE DISTRIBUTION TILE SHALL BE BE TWEEN 12 INCHES AND 36 INCHES FROM FINISHED GRADE TO TOP OF TILE UNLESS OTHERWISE STIPULATED BY THE HEALTH C6 OFFICER. IF THE ELEVATION OF THE BUILDING SEWER IS TOO Q LOW TO MEET THESE ELEVATIONS,A SEW GE EJECTOR MAY BE REQUIRED. ISOLATION STANDARDS FOR PRIVATE WATER SUPPLIES: BETWEEN WELL AND TANK OR ANY PAT OF THE TILE FIELD, 100 FEET FOR SINGLE RESIDENCE, MOBILE HOMES, DUPLEXES AND MULTIPLE DWELLINGS. NO DRAINFI LD WITHIN 100 FEET OF ANY WELL, FRESH WATER LAKE OR ST EAM;l00FEET FROM ANY SALT WATER BODY. 4 NOTE: FOOTING DRAINAGE, DOWNSPOUTS, WI TER SOFTENER AND ANY OTHER WASTE WATER NOT DEFINED AS SEWAGE 5 IALL NOT BE CONNECTED TO OR DISCHARGED INTO THE SEPTIC TANK SYSTEM R THE SEWAGE DISPOSAL AREA . ALL SEWAGE, INCLUDING SINK AND L NDRY WASTE, MUST BE CONNECTED TO THE SEPTIC TANK. FINAL INSPECTION REQUIRED B FORE BACKFILLING OFFICE USE ONLY TO BE BACKFILLED AFTER INSPECTION KATAPPLICANT MUST CALL FOR INSPECTIONS LISTED BELOW 12"7O t NOT 2" STRAW SITE APPR VED ❑ APPROVED - BY. - - STONE NOT lj OVER TI SEWAGE: APP OVED ❑ APPROVED fL - BY: Yt STONE NOT B UNDER T LE WATER: ❑ APPROVED ❑APPROVED CROSS SECTION OF TRENCH ©• THURSTON-MASON HEALTH DISTRICT 529 W*TH fMONE 753-8073 P.O. BOX 746 110 W--"K" i. PHONE 426-4407 OL'PMPTA,WA 98501 SHELTON, WI 98584 RECORD OF FINAL INSPECTION OF YOUR SEWAGE DISPOSAL SYSTEM OWNER TOWNSHIP RANGE Sc.MtA THIS RECORD IS NOT A GUARANTEE OF PERFORMANCE. NAME OF L T A SEPTIC SYSTEM IS NOT A MUNICIPAL SEWER. HOWEVER PLAT e ,zg N WITH PROPER MAINTENANCE AND CAREFUL USE OF SOIL WATER IT CAN GIVE MANY YEARS OF TROUBLE FREE SER- COMMENTSMMENTS VICE. MANY PROBLEMS WITH SEPTIC TANKS ARE CAUSED SITE AER TION F ELD X BY FLUSHING EXCESSIVE AMOUNTS OF PAPER, CLOTH NO. S ZE AND PLASTIC MATERIALS DOWN THE DRAIN, OR BY LARGE WATER ABLE TO T , D, MONTH dR '� SRBAGE GE YES AMOUNTS OF WATER FROM LEAKY FAUCETS OR FAULTY AT NO FIXTURES. INSTALLER THE SEPTIC TANK ITSELF SHOULD BE CLEANED EVERY © b TWO OR THREE YEARS DEPENDING ON THE HABITS OF THE SIZE FAMILY, THE NUMBER OF FIXTURES IN THE HOUSE, AND SEPTIC TANK ISI © ` , THE AMOUNT THAT A GARBAGE DISPOSAL IS USED. DRAINFIELD O I :TOTAL FEET CLEANING AT THE RIGHT TIME WILL AVOID THE RISK OF LENGTH {INJURING OR DESTROYING THE DRAINFIELD DUE TO TR NCH AREA OTAL SQ. FT. SOLIDS CARRYING OVER INTO THE DRAINFIELD. CALL THE THURSTON-MASON HEALTH DISTRICT FOR A LIST OF LIC- TILE ®CORRUGATED ❑ SOLIE ❑ CEMENT ENSED SEPTIC TANK CLEANERS IN YOUR AREA.THE CLEAN- DEPTH ER CAN SERVE YOU BEST IF YOU SHOW HIM THIS RECORD ROCK r�il. Q,CC DEPTI 9,INCHES WHEN HE COMES. HEAVY TRUCKS OR EQUIPMENT SHOULD NEVER BE SPACE RESERVED FOR DRIVEN OVER THE TANK OR DRAINFIELD. CONSULT THIS REPLACEMENT DISTRIBUTION FIELD: SQ. FT. RECORD IN CASE ANY BUILDINGS, DRIVEWAYS, SWIM- + NORTH MING POOLS, OR EXTENSIVE GRADING OR FILLING ARE LATER CONTEMPLATED. a-a SHRUBS OR TREES SHOULD NOT BE PLANTED CLOSE TO 4� THE SEPTIC TANK AS THEY WOULD INTERFERE WITH CLEANING OF THE TANK. THEY CAN BE PLANTED IN THE a DRAINFIELD AREA PROVIDING WILLOWS ARE NOT USED. 7,y 'I� THE YARD GRADE IN THE DISPOSAL AREA SHOULD BE SUCH THAT SURFACE WATER IS NOT POCKETED ON THE DRAIN- p FIELD. ANY SETTLING OF THE GROUND OVER THE TREN- CHES SHOULD BE FILLED IN WITH SOIL. DO NOT EXCES- SIVELYWATER THE LAWN IN THE DRAINFIELD AREA. tea �.$ WATER EVAPORATION FROM THE DRAINFIELD IS ABOUT '/- EQUAL TO ONE HALF INCH OF RAIN PER DAY. O FOOTING DRAINAGE, DOWNSPOUTS AND WATER Q� ¢ SOFTENER RECHARGE WATER SHOULD NOT BE CONNECTED f I e C/ 0 INTO THE SEPTIC SYSTEM OR DISCHARGED INTO THE DRAIN- FIELD �I AREA. I THE TYPES OF BACTERIA NEEDED IN A SEPTIC TANK ARE ALWAYS FOUND IN SEWAGE. THERE IS NO NEED TO ADD YEAST OR OTHER STARTERS TO A SYSTEM. THE USE OF RE. JUVENATORS OR CHEMICALS TO CLEAN A SEPTIC TANK C— icy f nzz f S h �, HAVE NOT BEEN PROVEN TO BE BENEFICIAL AND MAY BE HARMFUL BY FLUSHING SOLIDS OUT OF THE TANK OR BY CHANGING THE CHARACTERISTICS OF THE SOIL. THE SOUTH j NORMAL USE OF BOWL CLEANERS OR CLEANING COM- POUNDS WILL NOT KILL THE BACTERIAL ACTION OR SLOW DOWN THE OPERATION OF THE SEPTIC TANK. DATE �/l' ` APPROVE Y THIS IS AN IMPORTANT DOCUMENT /6 KEEP IT WITH DEED OR OTHER DATE CERTIFIED BY ESSENTIAL PAPERS. OM