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ICON KEY A/0 TifS 1) THIS SITE PLAN DOES NOT CONSTITUTE A SURVEY. IT IS COUNT)- APPROVAL <br /> 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 (I.E. GOOGLE EARTH, ETC.). MSL <br /> DO NOT CUT OR DISTURB NATIVE ELEVATIONS SHOWN ARE APPROXIMATE ONLY. o <br /> — OAK SOILS WITHIN 50 FEET OF DISPOSAL 4) ALL INFORMATION SHOWN ON THE DRAWING RELATIVE TO EXISTING L <br /> OR REPLACEMENT AREAS, TYP. <br /> CONDITIONS IS SHOWN BASED ON THE MOST RELIABLE f� <br /> INFORMATION AVAILABLE. ANY AND ALL DISCREPANCIES SHALL BE "..".."" <br /> O <br /> IMMEDIATELY REVIEWED WITH SJB CONSULTING. � z* i <br /> Af <br /> L- NOTE: ALL COMPONENTS OF THIS SEPTIC5) UNDERGROUND UTILITIES NOT SHOWN ON THIS PLAN MAY EXIST ` on , <br /> `V <br /> • — CEDAR SYSTEM MUST BE A MINIMUM OF 100 FEET THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND MARKING ` <br /> i FROM ALL WELLS ALL UNDERGROUND UTILITIES PRIOR TO SYSTEM CONSTRUCTION. - - <br /> 6) ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED BY ( n <br /> THIS DRAWING ARE OWNED BY, AND ARE THE PROPERTY OF, THIS welai � �+ <br /> EROSION CONTROL MEASURES OFFICE AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ' T 0 \ O O o <br /> — PINE ON, AND IN CONNECTION WITH THE SPECIFIED PROJT.ECNONE OF !1 f <br /> < 1,y 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 V 1 •. v <br /> ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION <br /> i <br /> areas should also be seeded, fertilized and mulched with fhe? d 4 d d <br /> • '�'� — FIR following or equivalent) to control erosion: OF APPLIED WASTEWATER SOLUTIONS, INC. d <br /> g ( q ) <br /> 7) WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE <br /> ,. _-?,..r,..! •• d ��d-^,ter <br /> PRECEDENCE OVER SCALE DIMENSIONS. t d Q q <br /> Seed mixture: Blando Brome (5 lbs/1000 sq.ft.) or equiv. <br /> m•.n 8) BASE MAP FROM EDMOND JACOBS ARCHITECTS, 2018 <br /> � Fertilizer: 16---20---0 (20 Ibs/1 a00 sq.ft.) a 4 v <br /> — FRUIT TREE Mulch: 2-4 inches of oat hay or straw <br /> For best results, erosion control operations should be <br /> between <br /> completed com September 15th and October 15th. <br /> K <br /> , d <br /> r P neW What s 018W. d® d.yea dig. 4 <br /> o � �c <br /> BUSH , 4 d d d d Q d d <br /> y Call before d 4 � a <br /> ALL TANKS SHALL BE ((1Qi <br /> MONOLITHIC, I.A.P.M.O. APPROVED <br /> STUMP AND WATER-TIGHT PER COUNTY L <br /> POWER POLE REGULATIONS. BEFORE ANY EXCAVATION CALL (81 1) = d \'4 "V <br /> ® — <br /> P-1 <br /> • —-1 PERC HOLE <br /> 4y 4 d Q <br /> — PROFILE <br /> .. 4 4 d <br /> OLD PROFILE <br /> RX — ROCK <br /> — GUIDE WIRE a <br /> — WATER BOX <br /> — WATER VALVE <br /> is <br /> E.O.P. <br /> — EDGE OF Q <br /> PAVEMENT sTnR,anE c 4 <br /> TEMPORARY _ f' <br /> 7 BMA — <br /> BENCH MARK <br /> — WELL I <br /> _ FOUND BBQ AREA <br /> d �s ;."l. <br /> O MONUMENT j a4 q <br /> 17 <br /> d d -- <br /> I <br /> i COVERED PxrioLn <br /> Q a Q) O <br /> ONE Q) <br /> Alm <br /> 1l AO m o 0 <br /> d <br /> Q <br /> El o PROPOSED d a w <br /> 4 . <br /> M �w N <br /> Q U7 <br /> LOCATION OF 5 a � _ � o 0 0 � Q� cl� <br /> BEDROOM <br /> Q <br /> APPROX. LOCATIO OF d d a <br /> ' d <br /> DEEP PERCOLATION d <br /> TEST HOLE. d <br /> i d d d <br /> P-20 <br /> CN <br /> EXPANSION AREA, TYP, 100q REQUIRED <br /> a Q� Q <br /> a W <br /> C-5 <br /> `u WHO <br /> d <br /> / 4 <br /> . �PEc1 rsr <br /> 4 C a <br /> ftw♦ �i rr� �� av srr rrrr arrr rrrr wrrr �e �� ria s 1- 111 <br /> 01 <br /> ._.-...... <br /> - <br /> t01 <br /> X Cn ci <br /> 4"0 ABS GRAVITY � d `�.l m <br /> a Uj Z eh <br /> _._. <br /> 5 DISCHARGE LINE, TYP. � � _,� - _J'� � � d � W U] � v O N <br /> MAINTAIN 19 FALL, MIN. _.. - u. Y n <br /> O D <br /> 4 <br /> Qd d 4 N <br /> 75 , TYP. a d U C9 0 <br /> 470 ABS PASS-THROUGH, TYP. <br /> SEE DETAIL SHEET 2 MIN, TYP. <br /> DISTRIBUTION BOX <br /> -777-7 — — — — — — — — — — _-___ — — — __-_ _____ SEE DETAIL SHEET 2 <br /> Uj <br /> 5, 10' SETBACK nI <br /> CLEAR <br /> 48"0 X 25' VERTICAL SEEPAGE PIT, TYP. . <br /> SEE DETAIL SHEET 2 4"D ABS GRAVITY SEWER LINE. CONNECT <br /> TO BUILDING SEWER OUTLET. <br /> MAINTAIN 27. FALL, MIN. <br /> 2000 GALLON SEPTIC TANK ry <br /> SEE DETAIL SHEET 2 � <br /> DISPOSAL TRENCH, TYP. o <br /> yj <br /> SEE DETAIL SHEET 2 z <br /> 4"0 PERFORATED DRAINPIPE, TYP. - - -- — --- ---------- - <br /> I k <br />