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05-1465-027DESIGN CRITERIA SEPTIC TANK 1 BUILDING TYPE: SINGLE FAMILY RESIDENCE AIR CONDITIONED AREA: 4386 FT ESTIMATED SEWAGE FLOW: 600 GPD AS PER TABLE I HRS X 0.75 (LAUNDRY SYSTEM) = 450 GALLONS /DAY SEPTIC TANK REQUIRED: 1200 GAL. CAPACITY TABLE II HRS. DRAIN FIELD AREA REQUIRED: 450 0.7 PERCOLATION RATE = 643 SQ. FT. Imo: SEPTIC TANK & DRAIN FIELD CAP. ARE BASED ON STATE OF FLORIDA DEPARTMENT OF HEALTH CHAPTER 64E -6. GENERAL NOTES: 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SEPTIC TANK SYSTEM IN ACCORDANCE WITH THIS DRAWING, THE APPLICABLE EDITION OF CHAPTER 1OD -6. FLORIDA ADMINISTRATIVE CODE, STANDARDS FOR ON SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. 2. THE CONTRACTOR SHALL PAY ALL COST OF PERMIT, INSPECTIONS AND OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. UPON FINAL INSPECTION, A CERTIFICATE FROM THE LOCAL STATE INSPECTION AUTHORITY SHALL BE FURNISHED TO THE OWNER. 3. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND MUST BE FURNISHED SO AS TO PREVENT ANY DELAY IN THE PROGRESS OF THE WORK. 4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL OF ALL EQUIPMENT, MATERIALS AND LAYOUTS PRIOR TO INSTALLATION. 5. CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS, PIPING AND EQUIPMENT. 6. COORDINATE WORK WITH OTHER TRADES. 7. PROVIDE PIPING AS FOLLOWS: DRAIN FIELD: PE PLASTIC PERFORATED FIELD TUBING 4" DIAMETER. SANITARY PIPING & CONNECTIONS: SEE PLUMB. SPECS BUILDING PAPER GRADE COVER OR #30 /--10" MIN. BACKFILL KRAFT v ° a;g• ea• °�• 0 �.0 °3' 0" ;a• 4" HEADER °tee —• -Age— — —462— POLYETHYLENE TUBING 1/4' WASHED ROCK COARSjE'9AN1)-A4' CORRUGATED &PERFORATED 24" ROCK COARSE 'SAN[} -' , POLYETHYLENE TUBING ENCASED IN NYLON FIBER CLOTH DRAINFIELD SECTION DETAIL N.T.S. I 1 �<'.�� ��' €:.x��e�� 1 4 WATER '.. / e 3 >; SERVICE r L a. a.......e...... e e � a.....a ....w......w .. ia. . <a ro a>...... »......w w...... u ........... a o e..... e a, o ....., e..... .;a......u......a......:,,....w ...a>. a . a a E. ......e...... v.. T..s....0 ...r >... a, as. ....a> .a. ....>...... a a a.......a ... o .r .. e ^e � .....w... n ...:a......a......e>. ....oa .....s:. . „ w.. i �� I} I i 1 I- LO if in 1 , — — — — — — — — — — — — — — — — — — I SODDED/LANDSCAPED I 1 -1 /4" WATER I EXISTING CITY r ---------- - - -�-- ----------------- - - - --I € I METER WATER MAIN. 643 SQ. FT. M I t -10� VERIFY EXACT LOCATION UNOBSTRUCTED AREA I I I ON SITE t: E I € € CO • ' - � ?� `� l � — — — — — — — 0 — — — " — — . — k — a — — — ... ..— ' .— . �..,....�. i .— 1200 GALLONS � .� . ... �_: . ........1 �.- .._ . .•. I 3 f I E �t t .-.... .> coo Z50 GALLONS N S 2 -WAY :FEi SAN` LAUNDRY SYSTEM SEPTIC TANK COOG TO FLOOR P _ COOG 4 NOTE: Tk , { H Ef RE a { f ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES 47 AND ACROSS THE STREET TAT MAY SAN AFFECT THE SYSTEM INSTALLATION. (46 FU) FOR CON:/ REFER TO FLOOR PLAN PROPOSED ... ............................... •TWO STORY RESIDENCE 200 SO. Fr. NO. 820o DRAIN ODDED/LANDS /C. ............. _ ..... .. ...... ...... ...... ............ ........ .. A ///Z `M { 3 € € 33 i ...... .............. ...... ....... .... .............. ........ ........^;s, ..................... .............. i ................ K r � ..�� ?`, k.. i r, �f.;: "� �`:•�°'+Y,.� �� I / f. € 1-5- E s . F i { €i. F i t € i E i € E: fE € II� <y Lz PLUMBING SITE PLAN SCALE: 9/8" - 1'-0" ............... ........... . .................... . L,vo 4.:4e vW3 : i E l 3 { E } i s t i L i 7 tAA . a . ; 110 A�'/ i jf1 f IPAAIAvF Tc•�a,., i �0 YTr1 .:, . s } ya 03V()RggA AM Consulting Engineers LLC Certificate OF Authorization #9692 Jose M. Martinez, P.E. #56018 7985 S.R. 136th STREET TEL. (305) 255 -1621 -Mami, Florida 33156 FAX (305) 255 -1732 TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED HEREWITH COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES. THIS DRAWING IS THE SOLE PROPERTY OF 'JAM CONSULTING ENGINEERS LLC' AND IS AN INSTRUMENT OF SERVICE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF JMM CONSULTING ENGINNERS, LLC. 9 W 2 � w Ift rA H U a/ w H x U `/ d FHASE Mar Sgr REV29o11vs