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UOP PRACTICE FACILTY AT THE RESERVE AT SPANOS PARK N <br /> EXISTING GRADE <br /> �\ \\ <br /> EL=±35 Available Data: • <br /> z Q //\ SOIL FACTOR= 0.25 (Per San Joaquin County Standards Table 9.7.2 - Soil Factors COMMERCIAL rr <br /> /\/ III III III- -i I I PAPER O <br /> R DESIGN OCCUPANCY = 12 Nan-resident count club members ;1 <br /> country DISTRIBUTION BOX ►"� <br /> cll� \'%�j=' =III- BACKFILL SOIL �r ,\ FABRIC LAYER ESTIMATED FLOW RATE PER STUDENT= 25 gal/dayfperson (Per Manual of Septic Tank Practice) <br /> �// III _ III <br /> 1" - 2 1/2" CLEAN 030" <br /> _ / i WASHED AGGREGATE ' 225th' VRIDCIEL D-30 <br /> .� <br /> TYP, <br /> A. Baily Sewage Flow Rate �- <br /> \// EL- 1' Total Daily Sewage Flow Rate = (Design Occupancy) x (Estimated Flow Rate Per Person) H--2G TRAFFIC LOADING eR4FES <br /> 411 /SAAAA� 04Ql24" CAST IRON <br /> PERF. �� //VA//VAS\ TYPE FLOW RATE RING AND COVET. <br /> PIPE QUANTITY TOTAL FLOW WITH GAS TIGHT GASKET <br /> Non-resident country club membei 25 12 300 gpd aLAN VIEW USE REDUCER D30--24C <br /> -EL=±O' <br /> < �V/V/V/V/V/V/�/V/� f' F <br /> yVA/AA/AA/AA/AA/w //AvAAAAAAAAAAAA � B. Tank Sizing 4 „ <br /> '� Calculated Tank Capacity= Flow+ 1200 gallons (Per County of San Joaquin) _ q <br /> Calculated Tank Capacity= 1,500 gallons (Per County of San Joaquin) __ __ = C <br /> C. Total Length of Trench Required 2432 GRADE RINGS <br /> o <br /> AS REQUIRED <br /> Base Tanis Capacity + Total Daily Flow <br /> Totall Flow= e _.tea <br /> Totall Flow= 1,200 + 300 CCIL <br /> L <br /> Total Flow= 1,500 gpd a <br /> La <br /> Disposal Field Length= Total Flowx Soil Factor ;` Q <br /> GROUNDWATER <br /> Disposal Field LlerI 1500 gal x 0.25 _ <br /> 3,1 6", AND 12" <br /> _ - _ - _ _ _ _ - - - - - - - - - - - - - - - - - � _ _ _ Disposal Field Length= 375 LF 3041) GRADE RINGS ;•-- -'" <br /> SEWER LEACH LINE TRENCH AVAILABLE <br /> NITS SEPTIC SYSTEM EM CALCULATIONSNON-TRAFFIC PEDESTRIAN LOADING <br /> FIBERGLASS LID OPTION <br /> NTS BOLT DOWN COVER <br /> 4" DIA. P.V.C. PIPE NON--TRAFFIC AREAS USE GREEN OR BROWN COLORS AVAILABLE�- _ <br /> CHRISTY F08 BOX WITH CHRISTY F08R Z <br /> 0 9� REINFORCED CONCRETE LID T z <br /> TRAI AREAS USE: 30" DIA. w <br /> 4" MIN / 8" MA CHRISTY G05T BOX WITH CHRISTY PLASTIC PIPE SEALS <br /> 1/4" HOLES AT 18" O.C. CONCRETE FLATWOIRK C05CT CAST IRON LID FIT 3" AND 4" <br /> (STAGGER WITH 60' HOLES) (WHERE OCCURS) ti�_O- } . s1tflOTH HALL <br /> N <br /> - __. PLASTIC PIPE v <br /> -� NO GROUTING <br /> I a' <br /> s REQUIRED <br /> ' <br /> 1/4" HOLES AT 18" <br /> O.C. 2'--6"DIA. x 10" THICK CONCRETE <br /> (STAGGER WITH 90' HOLES) THREADED CLEAN-OUT PLUG COLLAR (INSTALL WITH CHRISTY1211 4. <br /> G05T BOX A VEHICULAR TRAFFIC _ 101" <br /> SCHEMATIC AREAS). <br /> 1/4" HOLES AT 9" O.C. CLEAN-OUT RISER { *SCARIFICATION AND RE-COMPACTION <br /> FOR COMPLETE (DESIGN ANC PRODJCT INFORMATION CONTACT JENSEN PRECAST. <br /> FLEXIBLE JOINT BOX TO BE INSTALLED IN STRICT Jensen Precost reserves the right to make chenges to product design <br /> I i'l AQ-�v c; <br /> and/or dimensions w3lhauf noilre. Pleese Contest JeMwn Prepost Whenever FINER. �"'I Z <br /> 2 PIPE PERFORATION DETAIL coNFORMANGE WITH MANUFACTURERS 4/5/2010 nemsory for cWrnlotlon or ad0ce on product design, PJFIll <br /> INSTALLATION PROCEDURES & 03C_CJ)WG <br /> NTS INSTRUCTIONS. •2a10 <br /> LINE FROM STRUCTURE ONG RADIUS BEND (TYP) Q <br /> CHRISTY BOX SCREW CAP (WHERE OCCURS) <br /> Z <br /> PIPE TO <br /> MAIN COMMERCIAL DISTRIBUTION BOX Ip <br /> LL <br /> T 8 <br /> \ NTS its <br /> �Z U J <br /> 4" P.V.C. 1. CLEAN-OUT RISER SHALL BE THE SAME SIZE AS THE LATERAL � Q <br /> LINEDOS2. CLEAN-OUT RiiM SHALL BE FLUSH WITH GRADE, ADA COMPLIANT AND !'HEEL PROOF." � v <br /> END OF LEAC LINE o t� <br /> LINE (TYP.) 4" INSPECTION PIPE W/12" 3. *SUBGRADE PREPARATION REQUIREMENTS PER GEOTECHNICAL REPORT <br /> X 1/4 SLOTS AT 12" O.C. 1500 GALLON�± /� <br /> � Ov <br /> STAGGERED (0', 120', 240') TYPICAL SANITARY SEWER CLEAN OUT RISER COMMERCIAL SEPTIC TANK <br /> STOP SLOTS AT 1/2 HEIGHT 7 NTS MO WUL <br /> LISTED BY UPQ <br /> (j) y <br /> C TLL <br /> 3 END OF LEACH LINE ASSEMBLY �U) Z V <br /> NTS 1 a' $" V CLNOTES �t <br /> o �v <br /> ------- ----- --f Imo- _ i cc <br /> 1. CONTRACTOR SHALL INSTALL BERM AND DIVERSION <br /> DITCH AROUND PROPOSED LEACH FIELD TO <br /> PROTECT FROM DIRECT SURFACE STORMWATER I i i Ii <br /> RUNOFF. 5-71, a <br /> II <br /> PROPOSED PERIMETER MOUND ! I ! 1 v LLI e <br /> I11 I 1 ! � j <br /> 11 I W o <br /> L -- - - - -- <br /> ! EXISTING GRADE _J ca 0 <br /> TOP VIEW <br /> (COVERS & RINGS REMOVED) <br /> ca <br /> o <br /> 24" CAST IRON FRAMES AND COVERS ■ <br /> WITH GASKET (GASTIGHT) 2 TOTAL ZZ <br /> 3", 6" AND 12" <br /> PLUG OR2432 GRADE RINGS <br /> AS REQUIRED <br /> 4 DRAINAGE DIVERSION DITCH 2'_3" TO 7'_3,. AT EXTRA COST <br /> NTS 2h,1 f o <br /> INLET <br /> INVERT OUTLET <br /> • INVERT <br /> SOLID 4" 0 PIPE WITH CAP CHRISTY BOX AT FINISHED GRADE ' <br /> 'rTT-----IT 1`11— ��i _ � O11 4" PIPE Z <br /> W`I AND FITTINGS 4 -9 z °j <br /> STANDARDIL <br /> g <br /> i12O <br /> BACKFILL <br /> -1 <br /> OPERATING CAPACITY: 1,500 GALLONS. SIDE SECTION VIEW r <br /> V • u, <br /> DESIGN LOAD: H-20 TRAFFIC WITH DRY SOIL CONDITIONS � c <br /> �n (WATER LEVEL BELOW TANK) AND V-6' EARTH COVER, • <br /> COMPACTED CLAYSUITABLE SUB-BASE BEDDED WITH GRANULAR MATERIAL SHALL BE Z Z N <br /> PREPARED TO HANDLE ANTICIPATED LOADS, MINIMUM EXCAVATIQN M <br /> 6'-10" x 11'-8" 61 <br /> y' 3/4" 0 WASHED DRAIN ROCK FOR COMPLETE DESIGN AND PRODUCT INFORMATION x REO DEPTH c N_ <br /> CONTACT JENSEN PRECAST. w U <br /> 11SA� - . a fl <br /> J 2/1/08 Jensen Precast reserves the right to moke changes to product design �1 <br /> 0 <br /> ~� JP1500ST_EPE_NOCAL_A.dwg dnd/or dimensions without natfce. Please contact Jensen Precast <br /> Q 2008 Jensen Precast whenever necessary for confirmation or advice on product design. PRFTASr <br /> SLOTS IN PIPE <br /> 4.. N <br /> In) (() <br /> _ 9 15x0 GALLON SEPTIC TANK <br /> NTS <br /> JOB : 19-2437 <br /> r N <br /> DATE: 6871672619 <br /> p o <br /> SCALE: AS SHOWN <br /> : CRW <br /> DRAWN <br /> � y 12 DESIGN: CRW <br /> 6 <br /> � v <br /> OBSERVATION WELL cHl< D: JPE <br /> N 5 <br /> NTS <br /> SHEET <br /> NUMBER <br /> NN <br /> � I <br /> m � <br /> 1� <br /> w <br /> o � <br /> w ¢(_5 C1 ■ <br /> C, 2 <br /> o � <br /> 3 <br /> CL o <br /> COPYRIGHT O 2019 NORTHSTAR ENGINEERING GROUP, INC <br />