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Home My WebLink AboutSWG Application / Design / As-Built - 7/21/1983 SITE NO. MASON .COUNTY HEALTH DEPARTMENT FOR DEPARTMENT Us O7"� f ENVIRONMENTAL HEALTH SECTION' DATE BASIS FOR FEE AM 428 WEST BIRCH STREET • SHELTON, WA. 98584 PHONE (206)426-5561 APPROVED iY OWNE „ InA J BY. AUDRE PHONE �. DESIGNE SYSTEM REQUIRED ,D• SEWAGE: IA]Ay A VED ❑ NOT CCNtRAROR ,AEAR/FRO DESIGNER JA 4F - APPROVED LEGAL BFSCRITION BY: Ror SOIL TYPE' BUIILLDING IKOo e�ETiaooMs s¢e— DEPTH TO WATER TABLE PERC. RATE iBINGIE RESIDENCE ❑ PUBLIC WATER ❑ NAME SEPTIC TANK(S) /4 0 0 GAL. PUMP REQ. WATER SYSTEM SYSTEM COMMERCIAL ONLY DISTRIBUTION TILE TOTAL ff B FEET LIQUID WASTE G.P.D. DIRECTIONS TO SITE: FILTRATION AREA SQ. FEET QUANTITY OF t( r. APPROVED STONE-CU. YD. SAND-CU. YD. RN #6 T /F L R Eu A3404 FILL REQUIRED-CU. YDS. Ga FINAL INSPECTION REQUIRED BEFORE BACKFILUNG N 12C +- �• 4 R�GNT CsGJ E DEPTH of O BACKFILL 1, Z'STRAW OR PAPER F STONE OVERTIRE F�PIPE SIZE STONE O_� UNDER TILE SITE PLAN AND SPECIAL STIPULATIONS (INDICATE DIRECTION OF DRAINAGE) (CROSS SECTION OF TRENCH .5 EG OL e,J i �.AF oK /i -z A o R coMMErlrs: THIS SITE PERMIT EXPIRES MASON COUNTY HEALTH DEPARTMENT SEWAGE SYSTEM DESIGN ENVIRONMENTAL HEALTH SECTION , _ DEPTH a 903'NORTH 4th STREET a SHELTON, WA 98584 BAOIFILL PHONE (206) 426-5561 F T'STRAW OR PAPER PROPERTY OWNER DATE SUBMITTED E 0 STONE p ` DESIGNED BY 'r l OVER TILE PIPE SIZE SOI L LOG- DATA LEGAL DESCRIPTION MOLE y TO Sy a f-m STONE II.�. �.urQ llp,yrjy L04 AL rA UNDER TILE T f,' 7 ,7 N JA A'° CROSS SECTION OF TRENCH <Resul!sto e W Lwer CALCULATIONS: GPD if oMer SHOW THE FOLLOWING ITEMS IN GRID BELOW: No.Bedrooms than pestilence A. Horizontal system plan and, if mound system is proposed Or Application Rita:gal./sx,ft./dal' slopes exceeding 15%Provide cross section. / L` B. Scale Drainfield Sizing:Absorption Area x Y o F1. Total Length Fr. C. Benchmark A,stubout elevation, bank outlet elevation, (bot- tom of pipe), elevation at finish grade at canter of doerfield. Pump Specifications: High level alarm Elevation Difference Ft. D. Property lines,Wilding,trees,slopes in excess of 5%,driveway. GPM DiwherM Volume E. All Palls or drinking water wpplieswithin lWft,waterlines. Volume of sump pem F. 0/ age system tlebail (ie.wrbain drain). Septic Tank Size and Manufacwter_. '�. b9 4 ff i.<� G. Replacement area. �_'Hi .+1 I 1 471 f-r h is r f.. t t I p n t ' h ti-( -� '-r 1 NOTARY PUBLIC I, agree not t0 hold the Health Department responsible in the event that the special system as proposed by - fails to Operate as required by Articles VI and VII, of the Mason County Health Department Code. Signature X[P^ ^'�i✓yi�/,1�.�(�/ Subscribed and swAorn before me this.�Lday Notary Public r t e State of Washi ton of�9414 , 19 a. residing at� AIM&ASSOCIATES—Olympia.WA MASON COUNTY HEALTH DEPARTMENT RECEIVED 428,WEST,BIRCH STREET ' SHELTOW^ASHINGTON 98584 �nR 1984 PHONE (206)426-5561 RECORD OF FINAL INSPECTION OF YOUR SEWAGE DISPOSAL SYSTEM OWNER ADDRESS .L - o6•e ,0M eus IJF l4QGntle BELF,,R wA9Ff� THIS RECORD IS NOT A UARANTEE OF PERFORMANCE. LEGAL A SEPTIC SYSTEM IS NOT A MUNICIPAL SEWER. HOWEVER DESCRIPTIONLQ - 0/4/ l EAAQd' Ci✓E 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 v dy ePA✓&_ AND PLASTIC MATERIALS DOWN THE DRAIN, OR BY SITE FIELD X LARGE AMOUNTS OF WATER FROM LEAKY FAUCETS OR NO. SIZE FAULTY FIXTURES. DEPTH WATERT7ABLE MONTHOF THE SEPTIC TANK ITSELF SHOULD BE CLEANED EVERY TWO OR THREE YEARS DEPENDING ON THE HABITSOF THE INSTALLER FAMILY, THE NUMBER OF FIXTURES IN THE HOUSE, AND , ,cHl"t) THE AMOUNT THAT A GARBAGE DISPOSAL IS USED. CLEAN- SEPTIC TANK (S) /�&,q t — `l. C C ING AT THE RIGHT TIME WILL AVOID THE RISK OF INJUR SIZE - ING OR DESTROYING THE DRAINFIELD DUE TO SOLIDS LENGTH DRAINFIELD sts �D FEET CARRYING OVER INTO THE DRAINFIELD. CALL THE MASON COUNTY HEALTH DEPARTMENT FOR A LIST OF TRENCH AREA SQ. FT. LICENSED SEPTIC TANK CLEANERS IN YOUR AREA. THE Z�d CLEANER CAN SERVE YOU BEST IF YOU SHOW HIM THIS TILE DEPTH /F- El CORRUGATED RIGID ❑ CEMENT RECORD WHEN HE COMES. DEPTH c HEAVY TRUCKS OR EQUIPMENT SHOULD NEVER BE ROCKBELOW TOTAL CU. YDS. -/D 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 � NORTH 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 Ina 0'G c 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 DRAINFIELD. ANY SETTLING OF THE GROUND OVER THE 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 EQUAL TO ONE HALF INCH OF RAIN PER DAY. O FOOTING DRAINAGE, DOWNSPOUTS AND WATER SOFTENER RECHARGE WATER SHOULD NOT BE CON- NECTED TO THE SEPTIC SYSTEM OR DISCHARGED INTO THE L DRAINFIELD AREA. THE TYPES OF BACTERIA NEEDED IN A SEPTIC TANK ARE L S. ALWAYS FOUND IN SEWAGE. THERE 15 NO NEED TO ADD - YEAST OR OTHER STARTERS TO A SYSTEM. THE USE OF RE- JUVENATORS OR CHEMICALS TO CLEAN A SEPTIC TANK HAVE NOf 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- SOUTH POUNDS WILL NOT KILL THE BACTERIAL ACTION OR SLOW DOWN THE OPERATION OF THE SEPTIC TANK. THIS IS AN IMPORTANT DOCUMENT ,,p\An \ APPROVED BY KEEP IT WITH DEED OR OTHER VnaorlC A L/1P�Lw.+ ESSENTIAL PAPERS. TE ctRnPIEO By 0