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Home My WebLink About161 E Johns Creek Road - SWG Application / As-Built - 7/21/1975 SITE NO. w PARCEL NO. ' 30 S DATE BASIS FOR FEE AMOU4F - - �MIBER THURSTON-MASON HEALTH DISTRICT Q q j DIVISION OF ENVIRONMENTAL HEALTH `�I- L5 ` �_ `P� 68q 529 WEST FOURTH 110 W.K ST P.O.BOX 746 d PHONE 753-8073 PHONE 426-4407 OLYMPIA,WA 98501 SHELTON, WA 98584 OWNER �• 4FS NE �.S DIRECTIONS TO SITE. TOTAL ``'.11 D FEES 1D _ . I�Y0.U/Yl� SEWAGE V, j C JOWKl CONTRACTOR QYU ��•5 -�-(L�� C'tt I�1 P`-' CO � �O Q ADDRESSOR YCLY�I �G •>• V( LOCATION NAME OF PLAT LOT `(C yO•� �`Y NO. SOIL TYPE TOWNSHIP RANGE 3 SEC. 5 DEPTH TO WATER TABLE_FT. WATER ❑PUBLIC PRIVATE PERC. TESTS: INCHES PER HOUR SOURCE TYPE OF I ^,e•�Iy LOT BY: DATE BUILDING r,T`�" e-' kn��ASEMENT 16 -SIZE—X .OF GARBAGE PRIMARY GAL SECONDARY NO.OF NO BEDROOMS BATHS DISPOSAL SEPTIC TANK ISI AERATION GAL. SPACE RESFRV ED FOR DISTRIBUTION TILE TOTAL FEET REPLACEMENTS DISTRIBUTION FIELD SQ FT. �. NORTH - SITE PLAN AND SPECIAL STIPULATIONS: TRENCH BOTTOM AREA SQ. FEET QUANTITY OF I', APPROVED� APPROVED STONE CU. YD. SAND CU. YD. FILL REQUIRED CU. YDS. THE ELEVATION OF THE BUILDING SEWER SHALL 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 M OFFICER. IF THE ELEVATION OF THE BUILDING SEWER IS TOO LOW TO MEET THESE ELEVATIONS,A SEWAGE EJECTOR MAY BE .; REQUIRED. ISOLATION STANDARDS FOR PRIVATE WATER SUPPLIES: BETWEEN WELL AND TANK OR ANY PART OF THE TILE FIELD, 100 FEET FOR SINGLE RESIDENCE, MOBILE HOMES, DUPLEXES AND MULTIPLE DWELLINGS. NO DRAINFIELD WITHIN 100 FEET OF ANY WELL, FRESH WATER LAKE OR STREAM)00 FEET FROM (�yy' ANY SALT WATER BODY. NOTE: FOOTING DRAINAGE, DOWNSPOUTS, WATER SOFTENER AND ANY a OTHER WASTE WATER NOT DEFINED AS SEWAGE SHALL NOT BE CONNECTED TO OR DISCHARGED INTO THE SEPTIC TANK SYSTEM OR THE SEWAGE DISPOSAL I AREA ALL SEWAGE, INCLUDING SINK AND LAUNDRY WASTE, MUST BE CONNECTED TO THE SEPTIC TANK. FINAL INSPECTION REQUIRED BEFORI 1CKFILLING OFFICE USE ONLY TO BE BACKFILLED y AFTER INSPECTION @•� DATE APPLICANT MUST CALL FOR INSPECTIONS LISTED BELOW rETp • , SITE: El APPROVED ❑ NOT APPROVED y STRAW � �>p,, v BY: �� STONP0 ��fj NOT OVER TILE�J EWAGE: APPROVED ❑ APPROVED BY: -/1 E� STONE N T BY: UNDER TILE WATER: ❑ APPROVED ❑APPROVEDto CROSS SECTION OF TRENCH 0• THURSTON-MASON HEALTH DISTRICT 5Z9 W.4-TH PHONE 753-8073 P.O. BOX 746 110 W."K" ST. PHONE J26-4407 OLYMPIA, WA 98501 SHELTON, WA 98584 RECORD OF FINAL INSPECTION OF YOUR SEWAGE DISPOSAL SYSTEM OWNER.."� TOWNSHIP RANGE _j SEC.` J' THIS RECORD IS NOT A GUARANTEE OF PERFORMANCE. NAME OF LOT A SEPTIC SYSTEM IS NOT A MUNICIPAL SEWER. HOWEVER PLAT NO. WITH PROPER MAINTENANCE AND CAREFUL USE OF SOIL WATER IT CAN GIVE MANY YEARS OF TROUBLE FREE SER- COMMENTS VICE. MANY PROBLEMS WITH SEPTIC TANKS ARE CAUSED SITE AERATION FIELD X BY FLUSHING EXCESSIVE AMOUNTS OF PAPER, CLOTH NO. SIZE AND PLASTIC MATERIALS DOWN THE DRAIN, OR BY LARGE DEPTH TO MONTH GARBAGE Q YES AMOUNTS OF WATER FROM LEAKY FAUCETS OR FAULTY WATER TABLE OF YEAR DISPOSAL LJ NO FIXTURES. INSTA R THE SEPTIC TANK ITSELF SHOULD BE CLEANED EVERY TWO OR THREE YEARS DEPENDING ON THE HABITS OF THE SIZE FAMILY, THE NUMBER OF FIXTURES IN THE HOUSE, AND SEPTICTANKISI THE AMOUNT THAT A GARBAGE DISPOSAL IS USED. DRAINFIELD TOTAL FEET CLEANING AT THE RIGHT TIME WILL AVOID THE RISK OF LENGTH INJURING OR DESTROYING THE DRAINFIELD DUE TO TRENCH AREA , TOTAL SO. FT. SOLIDS CARRYING OVER INTO THE DRAINFIELD. CALL THE THURSTON-MASON HEALTH DISTRICT FOR A LIST OF LIC- TILE CORRUGATED ❑ SOLID ❑ CEMENT ENSED SEPTIC TANK CLEANERS IN YOUR AREA. THE CLEAN- DEPTH ER CAN SERVE YOU BEST IF YOU SHOW HIM THIS RECORD ROCK WHEN HE COMES. CU. YDS. DEPTH INCHES 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. SHRUBS OR TREES SHOULD NOT BE PLANTED CLOSE TO THE SEPTIC TANK AS THEY WOULD INTERFERE WITH CLEANING OF THE TANK. THEY CAN BE PLANTED IN THE DRAINFIELD AREA PROVIDING WILLOWS ARE NOT USED. THE YARD GRADE IN THE DISPOSAL AREA SHOULD BE SUCH THAT SURFACE WATER IS NOT POCKETED ON THE DRAIN- ^ FIELD. ANY SETTLING OF THE GROUND OVER THE TREN- CHESSHOULD BE FILLED IN WITH SOIL. DO NOT EXCES- \ SIVELY WATER THE LAWN IN THE DRAINFIELD AREA. WATER EVAPORATION FROM THE DRAINFIELD IS ABOUT EQUAL TO ONE HALF INCH OF RAIN PER DAY. \ ' FOOTING DRAINAGE, DOWNSPOUTS AND WATER SOFTENER RECHARGE WATER SHOULD NOT BE CONNECTED INTO THE SEPTIC SYSTEM OR DISCHARGED INTO THE DRAIN- FIELD AREA. - --- ----- 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 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 NORMAL USE OF BOWL CLEANERS OR CLEANING COM- POUNDSWILL NOT KILL THE BACTERIAL ACTION OR SLOW DOWN THE OPERATION OF THE SEPTIC TANK. Z �.�� BY DATE '^`L BY THIS IS AN IMPORTANT DOCUMENT KEEP IT WITH DEED OR OTHER DATE CERTIFIED BY ESSENTIAL PAPERS. OM