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/CON KEY N0Tf5 1) THIS SITE PLAN DOES NOT CONSTITUTE A SURVEY. IT IS COUNTYAPPROVAL <br /> W SCHEMATIC IN NATURE AND PROVIDES FOR SEPTIC SYSTEM <br /> LAY--OUT AND SITE REPRESENTATION ONLY_ <br /> CONTRACTOR SHALL TAKE ALL MEASURES 2) HORIZONTAL DIMENSIONS REFLECT MEASUREMENTS TAKEN IN THE <br /> — TREE, GENERAL NECESSARY TO LOCATE AND AVOID FIELD. <br /> UNDERGROUND UTILITIES. 3) VERTICAL DIMENSIONS REFLECT FIELD MEASUREMENTS AND O <br /> ON–LINE APPLICATIONS (1.E. GOOGLE EARTH, ETC.). MSL <br /> DO NOT CUT OR DISTURB NATIVE ELEVATIONS SHOWN ARE APPROXIMATE ONLY. <br /> 4) ALL INFORMATION SHOWN ON THE DRAWING RELATIVE TO EXISTING <br /> • — OAK SOILS WITHIN 50 FEET OF DISPOSAL CONDITIONS IS SHOWN BASED ON THE MOST RELIABLE <br /> OR REPLACEMENT AREAS, TYP. INFORMATION AVAILABLE. ANY AND ALL DISCREPANCIES SHALL BE _ <br /> IMMEDIATELY REVIEWED WITH SJB CONSULTING. k.CC <br /> NOTE: ALL COMPONENTS OF THIS SEPTIC 5) UNDERGROUND UTILITIES NOT SHOWN ON THIS PLAN MAY EXIST. � � <br /> • — CEDAR THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND MARKING o <br /> I SYSTEM MUST BE MINIMUM OF 100 FEET <br /> FROM ALL WELLS ALL UNDERGROUND UTILITIES PRIOR TO SYSTEM CONSTRUCTION. <br /> fi) ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED BY om <br /> V! <br /> THIS DRAWING ARE OWNED BY, AND ARE THE PROPERTY OF, THIS { (� <br /> – — PINE EROSION CONTROL MEASURES OFFICE AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE u _ V <br /> ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF ' — ' Qr O O <br /> All disturbed areas (tanks, disposal area, borrow areas), shall SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED <br /> be graded to insure positive runoff of surface water. These BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR <br /> rr; - areas should also be seeded, fertilized and mulched with the ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION d <br /> — FIR following (or equivalent) to control erosion: OF APPLIED WASTEWATER SOLUTIONS, INC, a d d d v" Ll " J <br /> 7) WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE <br /> d Q a Q Q O <br /> '- Seed mixture: Blando Brome (5 1bs/7000 sq.ft.) or equiv. PRECEDENCE OVER SCALE DIMENSIONS. 7 <br /> a„ Fertilizer: 16-20-0 (20 Ibs/1000 sq.ft.) 8) BASE MAP FROM EDMOND JACOBS ARCHITECTS, 2018 <br /> — FRUIT TREE Mulch: 2-4 inches of oat hay or straw d �4 a a un [n <br /> �r' 4 d t/ <br /> For best <br /> results, erosion control operations should be c 44 d <br /> Q `. <br /> completed between September 15th and October 15th. Knwwhatsbelow. d a d <br /> Call before you dig. a ) <br /> a } — BUSH , :4 ° a Q a 4 <br /> ® a v <br /> Teti ALL TANKS SHALL BE a O <br /> MONOLITHIC, I.A.P.M.O. APPROVED <br /> d d <br /> — STUMP AND WATER–TIGHT PER COUNTY <br /> REGULATIONS. BEFORE ANY EXCAVATION CALL (811) <br /> — POWER POLE <br /> 0P– 1 — PERC HOLE < m <br /> ® — PROFILE a I a d �{ V <br /> OLD PROFILE <br /> RX — ROCK <br /> w---• GUIDE WIRE <br /> — WATER BOX 3 <br /> — WATER VALVE <br /> ® o <br /> E.O.P. — PAV MENT STORAGE 7` <br /> d <br /> TEMPORARY <br /> BENCH MARK <br /> — WELL <br /> 0 — FOUND SSQAREA E Q 4 a <br /> MONUMENT Q. <br /> I 4 i <br /> -. ........... E <br /> d d d v " <br /> d <br /> COVERED PATIO <br /> o <br /> 4 �.--- - m m <br /> ` a4 � a <br /> E 4 d d O Q <br /> I i V <br /> a" PROPOSED a <br /> i LOCATION OF .5 <br /> . ............. <br /> d BEDROOM13 <br /> a <br /> APPROX. LOCATIO OF a 4 <br /> DEEP PERCOLATION <br /> TEST HOLE. ® d � " <br /> P-2O <br /> a �. 1 oN <br /> i <br /> EXPANSION AREA, TYP. 1007. REQUIRED <br /> 1 <br /> < Q Z <br /> L'j a O <br /> 15 <br /> Lij <br /> f I W �0 Ll <br /> I <br /> d � J a <br /> I <br /> _ , !` z <br /> -f ' Z o <br /> _, <br /> D ri <br /> Z LU <br /> a01 <br /> 4 � <br /> z <br /> d X <br /> W "` <br /> 4"0 ABS GRAVITY co <br /> 5' <br /> DISCHARGE LINE, TYP. I __._._._.�__ �r _. %_.:_. . . a `" W cD P-4 Uj� v O `� 'j <br /> MAINTAIN 17. FALL, MIN. i� LL N <br /> a 4 ZLL00y <br /> 41 <br /> 75' TYP. N <br /> p <br /> 10' C–C % a <br /> 4"0 ABS PASS–THROUGH, TYP. MIN, TYP _ 1 �T <br /> . <br /> SEE DETAIL SHEET 2 <br /> ©DISTRIBUTION <br /> D TAIL SH E <br /> EEET 2 <br /> 5• 1 O' SETBACK <br /> CLEAR I \ <br /> � V 1 <br /> 48"0 X 25' VERTICAL SEEPAGE PIT, TYP. <br /> SEE DETAIL SHEET 2 4"0 ABS GRAVITY SEWER LINE. CONNECT <br /> TO BUILDING SEWER OUTLET. <br /> MAINTAIN 2% FALL, MIN. <br /> 2000 GALLON SEPTIC TANK <br /> SEE DETAIL SHEET 2 ^ <br /> DISPOSAL TRENCH, TYP. (V] <br /> SEE DETAIL SHEET 2 z <br /> 4"0 PERFORATED DRAINPIPE, TYP. -- <br /> 1 <br /> ! I <br />