Loading...
HomeMy WebLinkAboutSWG Application / As-Built - 1/11/1979 SITE NO. 'I L- / q PARCEL NO. DATE BASIS FOR FEE R OUNT RECEIPT THURSTON-MASON HEALTH DISTRICT NUMBER DIVISION OF ENVIRONMENTAL HEALTH �_ ��_ -7 5��,� ` a �— `7�O e,'y' 2000 LAKERIDGE DR.S.W. FIFTH 8 BIRCH ST. PHONE 753-8073 PHONE 426-5561 OLYMPIA, WA 98501 SHELTON, WA 98584 ICANT © O ZJ DRESS PHONE DATE APPLICANT MUST CALL FOR INS ECTIONS LISTED BELOW SITE <<L �_ : APPROVED NOT ❑ APPROVED SEWAGE BY, CONTRACTOR —/S- NAME OF PLAT /N/�� Z�� NO, �� NOT ,l E SEWAGE: ❑ PRO ❑ APPROVED ee#SEC. 3[{ TOWNSHIP RANGE 3/.r/ BY DESIGNER TYPE OF NO.OF LOT SOIL TYPE�,,, � '{ BUILDING �� BEDROOMS SIZE y�X ---`- WATER ^a '/ GARBAGE DEPTH TO WATER TABLE FT. SYSTEM /,/ / T DISPOSAL PERC TESTS INCHES PER HOUR LIQUID WASTE G.P.D. BY DATE PRIMARY NORTH - SITE PLAN AND SPECIAL STIPULATIONS: SEPTIC TANK(S) / L 00 GAL. PUMP REQ. (INDICATE DIRECTION OE DRAINAGET DISTRIBUTION TILE TOTAL FEET FILTRATION AREA SQ. FEET QUANTITY OF APPROVED STONE-CU. YD. SAN CU. YD. 0 FILL REQUIRED CU. YDS. TWEEN 12 INCHES AND 36 INCHES FROM FINISHED GRADE TO SPECIAL SYSTEM REQUIRED THE ELEVATION OF THE BUILDING SEWERSHALL BE SUCH THAT THE MAXIMUM DEPTH OF THE DISTRIBUTION TILE SHALL BE BE- OFFICER.OF TILE UNLESS OTHERWISE STIPULATED BY THE HEALTH OFFICER. IF THE ELEVATION OF THE BUILDING SEWER IS TOO LOW TO MEET THESE ELEVATIONS, A SEY AGE EJECTOR MAY BE to 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 DRAIN FIELD WITHIN 100 FEET OF ANY WELL, FRESH WATER LAKE ORS REAM; 100 FEET FROM ANY SALT WATER BODY. NOTE: "FOOTING DRAINAGE, DOWNSPOUTS, WATER SOFTENER AND ANY OTHER WASTE WATER NOT DEFINED AS SEWAGE SHALL NOT BE CONNECTED TO OR DISCHARGED INTO THE SEPTIC TANK SYSTE OR THE SEWAGE DISPOSAL AREA". ALL SEWAGE, INCLUDING SINK AND LAUNDRY WASTE, MUST BE CONNECTED TO THE SEPTIC TANK. DIRECTIONS TO SITE: _ '3 — Ile FINAL INSPECTION REQUIRED IEFORE BACKFILLING GEf %j7SCZ� ze-h,-E TO BE BACKFILLED AFTER INSPECTION 17" TO 4" Z„ STRAW r STONE OOVER iLE F� frA STONE UNDER TILE THIS SITE PERMIT EXPIRES I E CROSS SECTION OF TRENCH $EWE §Y i EIVI PERMIT APPLICATON No. MASON'COUNTY DEPARTMENT OF GENERAL SERVICES FOR DEPARTMENT ENVIRONMENTAL HEALTH EE`.: a�y 303 NORTH 4T /P.O.BOX 186/SHELTON,WA 98584 �r�J9dT PHO (206)426-5561 Rod ��.,�}y+rrr���' AP AN SIGNAT • „.��'i4: ,�ApPr6ved, GNOt r+L!t?TGKH6 A• PHONE E. 1451 HONY RD. , GRAP •i3OkJIRIi ROPERTY OWNER SHELTON CONSTRUCTION INC. JW ADDRESS PHONE rt �' SET? GE1 Sl ANTHONY A,[l., GPAPFVWA �-lfnn CO7CTOR COMMERCIAL EXCAVATIN�11GNER Do OLE_ LEGAL DESCRIPTION LOT 17 Rainbow Lake SOIL TYPE. TYPE OF NO. OF LOT 5� BUILDING Res.a_-..-- BEDROOMS 3 SIZEX— New SINGLE RESIDENCE PUBLIC WATER ® NAME aD 1 i ti c WATER SYSTEM SYSTEM COMMERCIAL ONLY LIQUID WASTE G.P.D. ��ss�;;,,,,,,� DIRECTIONS TO SITE: SEPTIC TANK i " GAt. PUMP &¢ 5 . HWY 43 to MASON LAKE RD T TI RN T Fes' PROCEED n DISTRIBUTION TILE TOTAL FEET TO EVERGREEN DR. TURN LEFT. 6th Lot on right, FILTRATION �-AAF112Srt TOTAL �rUueL ` ryOQLUAFIE,'FEET From Mason Lake Rd FINIAL P��1jnF gY11+AhER.I SITE PLAN AND SPECIAL STIPULATIONS ' (INDICATE DIRECTION OF DRAINAGE) ti J �1V 4-1 - r Diu i OFFICE COPY MASON COUNTY GENERAL SERVICES DEPARTMENT ENVIRONMENTAL HEALTH SECTION 303 NORTH 4th STREET • SHELTON,WA 98584 PHONE (206)426-5561 RECORD OF FINAL INSPECTION OF YOUR SEWAGE DISPOSAL SYSTEM OWNER ADDRESS SHELTON CONSTRUCTION, INC. E. 1451 ANTHONY RD. , GRAPEVIEW, WA. 98546 THIS RECORD IS NOT A GUARANTEE OF PERFORMANCE. LEGAL LOT 17, RAINBOW LAKE A SEPTIC SYSTEM IS NOT A MUNICIPAL SEWER. HOWEVER DESCRIPTION WITH PROPER MAINTENANCE AND CAREFUL USE OF WATER IT CAN GIVE MANY YEARS OF TROUBLE FREE SER- VICE. MANY PROBLEMS WITH SEPTIC TANKS ARE CAUSED SOIL BY FLUSHING EXCESSIVE AMOUNTS OF PAPER, CLOTH COMMENTS GRAVELLY LOAMY SAND 0-60" AND PLASTIC MATERIALS DOWN THE DRAIN, OR BY SITE FI LD LARGE AMOUNTS OF WATER FROM LEAKY FAUCETS OR NO. SIZE 29' X 41' FAULTY FIXTURES. DEPTH TO MONTH THE SEPTIC TANK ITSELF SHOULD BE CLEANED EVERY WATER TABLE OF YEAR TWO OR THREE YEARS DEPENDING ON THE HABITS OF THE INSTALLER COMMERCIAL EXCAVATING FAMILY, THE NUMBER OF FIXTURES IN THE HOUSE, AND THE AMOUNT THAT A GARBAGE DISPOSAL IS USED. CLEAN- SIZE ING AT THE RIGHT TIME WILL AVOID THE RISK OF INJUR- SEPTIC TANK (S) 1,200 Gal. ING OR DESTROYING THE DRAINFIELD DUE TO SOLIDS DRAINFIELD FEET CARRYING OVER INTO THE DRAINFIELD. CALL THE LENGTH 140 MASON COUNTY HEALTH DEPARTMENT FOR A LIST OF TRENCH AREA 420 SQ. FT. LICENSED SEPTIC TANK CLEANERS IN YOUR AREA. THE CLEANER CAN SERVE YOU BEST IF YOU SHOW HIM THIS TILE DEPTH 20 ❑ CORRUGATED Q RIGID ❑ CEMENT RECORD WHEN HE COMES. DEPTH HEAVY TRUCKS OR EQUIPMENT SHOULD NEVER BE ROCK BELOW TOTAL CU. YDS. 16 PIPE 6 DEPTH DRIVEN OVER THE TANK OR DRAINFIELD. CONSULT THIS SPACE RESERVED FOR RECORD IN CASE OF ANY BUILDINGS, DRIVEWAYS, REPLACEMENT DISTRIBUTION FIELD: SQ. FT. SWIMMING POOLS, OR EXTENSIVE GRADING OR FILLING I ARE LATER CONTEMPLATED. SHRUBS OR TREES SHOULD NOT BE PLANTED CLOSE TO 1 -�-- +- -�t-i-4 -t + 1}t -4 + THE SEPTIC TANK AS THEY WOULD INTERFERE WITH .,+'-� 4- --4--r CLEANING OF THE TANK. THEY CAN BE PLANTED IN THE _ ! DRAINFIELD AREA PROVIDING WILLOWS ARE NOT USED. i L v i THE YARD GRADE IN THE DISPOSAL AREA SHOULD BE SUCH THAT SURFACE WATER IS NOT POCKETED ON THE - IT ;Y � -`--rti- Q DRAINFIELD. ANY SETTLING OF THE GROUND OVER THE +- — - t tI r-,-E '- TRENCHES SHOULD BE FILLED IN WITH SOIL DO NOT EX- + CESSIVELY WATER THE LAWN IN THE DRAINFIELD AREA. WATER EVAPORATION FROM THE DRAINFIELD IS ABOUT + t r -!-+q EQUAL TO ONE HALF INCH OF RAIN PER DAY. -f-*tom ; 'y FOOTING DRAINAGE, DOWNSPOUTS AND WATER + ( r r } !- -" �� ������yyy,,, } ' L ` SOFTENER RECHARGE WATER SHOULD NOT BE CON- �. 1 NECTED TO THE SEPTIC SYSTEM OR DISCHARGED INTO THEIr DRAINFIELD AREA. ` ' r-'' �.. y y 4 s + �' THE TYPES OF BACTERIA NEEDED IN A SEPTIC TANK ARE t`i + - ALWAYS FOUND IN SEWAGE. THERE IS NO NEED TO ADD ' ' G YEAST OR OTHER STARTERS TO A SYSTEM. THE USE OF RE- t t JUVENATORS OR CHEMICALS TO CLEAN A SEPTIC TANK HAVE NOT BEEN PROVEN TO BE BENEFICIAL AND MAY BE T� HARMFUL BY FLUSHING SOLIDS OUT OF THE TANK OR BY t +T 1 1 CHANGING THE CHARACTERISTICS OF THE SOIL. THE ' JT- NORMAL USE OF BOWL CLEANERS OR CLEANING COM- POUNDSWILL NOT KILL THE BACTERIAL ACTION OR SLOW DOWN THE OPERATION OF THE SEPTIC TANK. THIS IS AN IMPORTANT DOCUMENT DATE VIED BY KEEP IT WITH DEED OR OTHER g-27-85 Commercial Excavating ESSENTIAL PAPERS. DATE CERTIFIED BY