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I WELL SHED SEPTIC SYSTEM - GENERAL (EXISTING) • SEPTIC SYSTEM LAYOUT SHOWN IS CONCEPTUAL FOR PLANNING AND PERMIT COORDINATION ONLY. • FINAL SYSTEM DESIGN, SIZING, AND INSTALLATION SHALL BE APPROVED BY SAN JOAQUIN COUNTY ENVIRONMENTAL z HEALTH PRIOR TO CONSTRUCTION. • PERCOLATION TESTING AND SOIL SUITABILITY STUDY SHALL BE PERFORMED IF REQUIRED BY ENVIRONMENTAL HEALTH. OWNER/CONTRACTOR RESPONSIBLE FOR TESTING AND ASSOCIATED REPORTS. • NO INSTALLATION SHALL OCCUR WITHOUT APPROVED OWTS PERMIT. • SYSTEM SHALL COMPLY WITH SAN JOAQUIN COUNTY OWTS STANDARDS (LAMP) AND APPLICABLE REGULATIONS. CASAVISION LLC 6507 PACIFIC AVE, #284 DESIGN BASIS STOCKTON, CA 95207 • SEPTIC TANK AND DISPERSAL FIELD SIZING SHALL BE BASED ON APPROVED BEDROOM COUNT AND COUNTY STANDARDS. F. 209-696-8551 86 0 MINIMUM SEPTIC TANK CAPACITY SHALL BE PER APPROVED SSNLS REPORT. CASAVISIONDESIGN@GMAIL.COM • FINAL LEACH FIELD SIZING SHALL BE BASED ON APPROVED PERCOLATION TEST RESULTS AND SOIL EVALUATION. • A 100% RESERVE DISPERSAL AREA SHALL BE PROVIDED FOR FUTURE REPLACEMENT FIELD. • SYSTEM DESIGNED FOR DOMESTIC WASTEWATER ONLY. H TANK & MATERIAL REQUIREMENTS • SEPTIC TANK SHALL BE WATERTIGHT REINFORCED CONCRETE OR APPROVED POLYETHYLENE TANK. 100, 0 TANK SHALL BE INSTALLED LEVEL ON PREPARED BASE PER MANUFACTURER AND COUNTY REQUIREMENTS. Q • ACCESS RISERS SHALL BE PROVIDED WHERE REQUIRED BY ENVIRONMENTAL HEALTH. w • • z . . . . . . . . . . . W W - - - - - - - - - - - - - - - Zj LOCATION & SITE LIMITATIONS - - - - - - - - - - - - - - - oIN ALL OWTS COMPONENTS SHALL MAINTAIN MINIMUM SETBACKS PER COUNTY STANDARDS (INCLUDING STRUCTURES, off . . MR# 00 0� EXISTING DETACHED GARAGE WELLS, AND PROPERTY LINES). E H CV W 1,260 SQFT PROVIDE 4" PVC (SCH 40) O a • • - - - - - - - - - - - - - - - - - - BUILDING SEWER TO SEPTIC MINIMUM 100 FT SEPARATION FROM PRIVATE WELL UNLESS OTHERWISE APPROVED BY ENVIRONMENTAL HEALTH. 0 TANK. INSTALL WITH MIN. 12" W • COVER AND 1/4" PER FOOT LEACH FIELD AND RESERVE AREA SHALL REMAIN FREE OF STRUCTURES, PAVING, DRIVEWAYS, AND HEAVY ~J W SLOPE. PROVIDE APPROVED - - - - - - - - - - - - - - . • • . . . . . . • . PIPE PROTECTION WHERE CONSTRUCTION TRAFFIC. 0 0 NECESSARY TO PREVENT DAMAGE. DISPOSAL FIELD SHALL NOT BE INSTALLED ON SLOPES EXCEEDING COUNTY ALLOWABLE LIMITS. U� p-, g W • INSTALLATION IN FLOOD-PRONE AREAS OR AREAS WITH HIGH GROUNDWATER MAY REQUIRE SPECIAL DESIGN AND- - - -- - - -- - - - -- - - -- - - -- - - - -- - - -- r� - � � APPROVAL. v ��1`. . . . . . . . . . . . . . �� . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - 17 2 \ OPERATION & MAINTENANCE O 9 e a ° �� - 5� . . . . . . . . . . - . \ / SEPTIC TANK SHALL BE PUMPED AS REQUIRED BY COUNTY (TYPICALLY EVERY 3 YEARS). . . . . . . . . . . . . a a (N) 1,600 GALLON • EFFLUENT FILTERS, IF PROVIDED, SHALL BE MAINTAINED PER MANUFACTURER RECOMMENDATIONS. " " " SEPTIC TANK � 1 PER APPROVED 3 01STING 90 SQFTINGLE FAMILY HOME . STORMWATER, ROOF DRAINAGE, GARAGE WASH WATER, POOL DISCHARGE, WATER SOFTENER BACKWASH, OR SSNLS REPORT APN: 07049029 22'-2" DISTRIBUTION - NON-DOMESTIC WASTE SHALL NOT DISCHARGE INTO SYSTEM. "-"•••_•_-_-_--_-_••••••_••_-_-_- 40� BOX(TYP.) 13 • ALL SYSTEM COMPONENTS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND SERVICE. PROPOSED 250 GAL. PROPANE folF/ ' TANK W/9' X T CONC. PAD. _ T T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DISCLAIMER z 15' . SEPTIC SYSTEM LAYOUT SHOWN IS CONCEPTUAL ONLY AND DOES NOT REPRESENT A FINAL ENGINEERED DESIGN. O . . . . . . . . . . . . . . . . . . . . . . _ / / / / /I �, �, v, • OWNER/CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED ENVIRONMENTAL HEALTH APPROVALS, PERMITS, 0 0 o INSPECTIONS, AND PERCOLATION TESTING. W . . . . . . . . . . . . / /I 1r-I 1r-I Trl I �i \��\ 0 / FUTURE LEACH /I m m m �� • FINAL SEPTIC SYSTEM DESIGN AND INSTALLATION SHALL BE PERFORMED IN ACCORDANCE WITH APPROVED COUNTY z GRAVEL.DR-IVE.: FIELD / 100% D D D =T� \�� PERMITS AND ENVIRONMENTAL HEALTH REQUIREMENTS. Q .WAY:. . . . . . . . . . I / RESERVE AREA w (CONCEPTUAL). 2 2 2 • ANY ENGINEERED OR ALTERNATIVE SYSTEM, IF REQUIRED, SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL. w Z Q/ KEEP CLEAR OF /I r r r O DRIVEWAYS, I m m z I r , z ~ CN . . . . . . . . . . - / STRUCTURES & / / I I I I SEPTIC SYSTEM NOTES p � TRAFFIC. TRENCH I _----- APPROXIMATE EXISTING SEPTIC SYSTEM LOCATION AND LINES --------- - � :.:.:...:.:.....:.:.:...:. / SPACING AND / / I BASED ON SSNLS REPORT AND OWNER INFORMATION. NOT FIELD I I I • A NEW SEPTIC SYSTEM SHALL BE INSTALLED TO SERVE THE PROPOSED ADU IN ACCORDANCE WITH SAN JOAQUIN = a / F R L LOCATION / I I LEACH FIELD (NEW) VERIFIED. CONTRACTOR TO VERIFY IN FIELD. I I I U N ' I I �' PER SJC EHD I -� COUNTY ENVIRONMENTAL HEALTH DEPARTMENT (SJC EHD) REQUIREMENTS. 9 ENVIRONMENTAL STANDARDS --------------------------------------------------- 06 / HEALTH. /I 6, • SEPTIC SYSTEM DESIGN SHALL BE BASED ON THE APPROVED SOIL SUITABILITY / NITRATE LOADING STUDY (SSNLS) z PREPARED BY LIVE OAK GEOENVIRONMENTAL, INC., DATED APRIL 23, 2026. J --------------------------------------------------J . . . . . . . . . . . . . I/ / / / / /I • A 1 ,600 GALLON SEPTIC TANK IS REQUIRED PER APPROVED SSNLS REPORT. J 30.0' PROPERTY SETBACK • LEACH FIELD DESIGN, LENGTH, AND CONFIGURATION SHALL BE PER APPROVED SSNLS AND SJC EHD REQUIREMENTS. Q • A 100% FUTURE REPLACEMENT AREA SHALL BE PROVIDED AND MAINTAINED FREE OF STRUCTURES, PAVING, OR OTHER DATE: NOTE: OBSTRUCTIONS. • MINIMUM REQUIRED SEPARATION SHALL BE MAINTAINED BETWEEN THE BOTTOM OF THE DISPERSAL SYSTEM AND / / / / /I GROUNDWATER PER COUNTY REQUIREMENTS. 34'-H" 30' • EXISTING SEPTIC SYSTEM SERVING THE MAIN RESIDENCE SHALL REMAIN. .......................... . ALL WORK SHALL COMPLY WITH SAN JOAQUIN COUNTY ON-SITE WASTEWATER TREATMENT SYSTEM STANDARDS (2017) . . / / / / / / /I AND ALL APPLICABLE LOCAL AND STATE REGULATIONS. - I/ / / / / / /I • FINAL SEPTIC SYSTEM DESIGN AND INSTALLATION SHALL BE PERMITTED AND APPROVED BY SAN JOAQUIN COUNTY ENVIRONMENTAL HEALTH. . . . . . . . . . . . . . . -� 227.0 _ PROPERTY LINE DATE: 3/18/2026 SCALE: AS NOTED S VAN ALLEN RD DRAWN BY: MG Jill TITLE: PLOT PLAN SHEET: SEPTIC SYSTEM spi 00 3/32"=1'-0"