Laserfiche WebLink
SITE USE/BACKGROUND: <br /> EXISTING 3 BEDROOM DWELLING, ADDITION OF A 2 BEDROOM ACCESSORY DWELLING UNIT IS PROPOSED. <br /> WASTEWATER TREATMENT TRAIN: <br /> DOMESTIC RAW SEWAGE -> AEROBIC TREATMENT UNIT -> DOSING PUMP TANK -> PRESSURE DOSED SHALLOW LEACH LINES <br /> GENERAL INSTALLATION NOTES: <br /> 11655 S UNION ROAD 1. OWTS SHALL BE INSTALLED IN ACCORDANCE WITH THE ENGINEER-OF-RECORDS'S DESIGN INTENT AND REGULATORY AGENCY REQUIREMENTS. DISCREPANCIES <br /> EXISTING 3 BEDROOM DWELLING REPORTED LOCATION OF EXISTING SEPTIC SYSTEM SMALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER-OF-RECORD AT THE EARLIEST OPPORTUNITY. <br /> ACCORDING TO APPLICATION FOR SANITATION PERMIT NO. 10296 ISSUED 11/10/58 2. OWTS TO BE INSTALLED BY A LICENSED CONTRACTOR WITH AT LEAST THREE YEARS EXPERIENCE INSTALLING SIMILAR OWTS. <br /> NOT VERIFIED BY ACORN ONSITE, INC. 3. INSTALLATION OF OWTS SHALL NOT BEGIN PRIOR TO APPROVAL OF THIS PLAN AND ISSUANCE OF AN INSTALLATION PERMIT FROM THE SANTA CLARA <br /> - - COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH.. <br /> 4. INSTALLER SHALL FIELD VERIFY ALL EXISTING UTILITIES INCLUDING INSTALLER MUST NOTIFY UNDERGROUND SERVICE ALERT (CALL 811) AT LEAST TWO <br /> WORKING DAYS, NOT INCLUDING THE DATE OF NOTIFICATION, PRIOR TO EXCAVATION. <br /> 5. INSTALLATION OBSERVATION INSPECTION BY ENGINEER-OF-RECORD REQUIRED. JOINT OBSERVATION BY THE ENGINEER-OF-RECORD INSTALLER AND DEH MAY <br /> BE REQUIRED. INSTALLER SHALL COORDINATE OBSERVATION VISITS WITH EACH APPROPRIATE PARTY: <br /> 5.1. PRECONSTRUCTION CONSTRUCTION STAKING OF THE VARIOUS SYSTEM COMPONENTS IS PROVIDED AND CONSTRUCTION PROCEDURES DISCUSSED. (ALL <br /> COMPONENT LOCATIONS MARKED IN FIELD DISPERSAL FIELD LAYOUT TO BE DONE BY ENGINEER-OF-RECORD OR LAND SURVEYOR INSTALLER SHALL <br /> �X, ; .�, . , . , . . . .��,��.�, PROVIDE A CONSTRUCTION SCHEDULE AND GENERAL PROCEDURE FOR INSTALLATION) <br /> 5.2. WATER TIGHTNESS OF ATU <br /> 5.3. LAYOUT AND EXCAVATION OF DISPERSAL TRENCHES AND PIPING (INCLUDING OPEN TRENCH OBSERVATION AND GRAVEL SAMPLE) <br /> 5.4. DRAIN ROCK MATERIAL CLEANLINESS AND PLACEMENT IN TRENCHES. <br /> 5.5. ALL PIPE <br /> 5.6. FINAL BACKFILL AND COVER <br /> 6. INSTALLER SHALL PROVIDE SUBMITTAL PACKAGE FOR REVIEW AND APPROVAL BY ENGINEER-OF-RECORD PRIOR COMMENCING INSTALLATION. <br /> 1 1 7. INSTALLER SHALL PROMPTLY NOTIFY ENGINEER-OR-RECORD OF ANY DISCREPANCIES FOUND OR DISCOVERY OF DIFFERING SITE CONDITIONS FROM THOSE <br /> 1 I <br /> 1 I NOTED. <br /> 1 1 8. DISPERSAL FIELDS SHALL NOT BE INSTALLED IN OVERLY MOIST SOIL. <br /> 1 1 9. DISPERSAL FIELD EXCAVATIONS SHALL NOT BE LEFT UNCOVERED DURING ANY RAIN EVENT OR FOR AN EXTENDED PERIOD OF TIME. <br /> I I <br /> GENERAL MAINTENANCE NOTES: <br /> 1. ANNUAL SERVICE SHALL INCLUDE: ANNUAL SERVICE OF ATU AS RECOMMENDED BY ATU MANUFACTURER AND MONITOR GENERAL SITE CONDITIONS IN <br /> I 1 <br /> WELL DISPERSAL FIELDS VICINITY TO VERIFY SERVICEABILITY OF SITE, AND RESPOND TO CONDITIONS FOUND. <br /> 1 1 <br /> 1 1 GENERAL LONG TERM USE NOTES: <br /> 1 / <br /> + / 1. IN ACCEPTING THE DESIGN, THE OWNER REALIZES THAT EXPANSION OF THE DISPERSAL FIELD MAY BE REQUIRED IF LIQUID LOADING IS NOT DISPOSED OF BY <br /> \ / THE PROPOSED DISPERSAL FIELD. <br /> � \\ // ` 2. EVERY EFFORT SHOULD BE MADE TO MINIMIZE LIQUID LOADING ON THE OWTS. <br /> o <br /> / 3. LOW FLOW PLUMIING FIXTURES ARE REQUIRED. <br /> Z / 4. OTHER THAN EARTHWORK OF THE OWTS, NO FILL SHALL BE PLACED OVER THE DISPERSAL FIELD AREA. <br /> :D i� , 5. NO EXCAVATION OR CUTTING SOIL SHALL OCCUR DOWNSLOPE OF DISPERSAL FIELD, CONTACT ENGINEER-OF-RECORD FOR APPROPRIATE SETBACK <br /> V) \�� 50' WELL SETBACK ��� REQUIREMENTS. <br /> 6. NO VEHICULAR TRAFFIC OR OTHER ACTIVITIES THAT WILL COMPACT SOIL ARE PERMITTED IN DISPERSAL FIELD AREA. <br /> 7. ROOF DOWNSPOUTS SHALL NOT DRAIN INTO OWTS OR OVER OWTS. <br /> 1 <br /> ------�------__ <br /> 10' BUILDING SETBACK - <br /> r------------- ------------------------� GENERAL CONDITIONS: <br /> -----_--, NEW ATU 1 1. THIS DOCUMENT AND ASSOCIATED REPORTS ARE AN INSTRUMENT OF PROFESSIONAL SERVICE DESCRIBING THE SITE CONDITIONS AND DESIGN FOR THE <br /> NORWECO SINGULAR ; I INSTALLATION OF THE OWTS DESCRIBED. <br /> 4" SCH 40 PVC SEWER PIPE \\ i i 1 2. ANY USE OF THIS DOCUMENT AND ASSOCIATED REPORTS BEYOND THE INSTALLATION OF THE OWTS DESCRIBED IS NOT THE INTENDED PURPOSED OF THE <br /> 1 i i I DOCUMENT, IS NOT AUTHORIZED BY ACORN ONSITE, INC., AND IS DONE AT THAT PERSON OR ENTITY'S OWN RISK. <br /> RESERVE AREA I 1 + 3. THIS DOCUMENT IS NOT A BOUNDARY SURVEY, ANY PROPERTY DELINEATION OR REFERENCE TO A PROPERTY DELINEATION IS WORK OF OTHERS PROVIDED BY <br /> I , I THE PROPERTY OWNER TO ACORN ONSITE INC. <br /> I O i it <br /> 1 O L----------------------------------------------------j I <br /> I I <br /> 5' SEPTIC TANK SETBACK l <br /> I I <br /> 1 I <br /> f I <br /> 1 <br /> ---------- I <br /> NEW DISTRIBUTION BOX ---' <br /> 11668 S UNION ROAD PERCOLATION TEST BY OTHERS - ' ' 5' PROPERTY LINE SETBACK <br /> NEW LEACH FIELD <br /> NEW 2 BEDROOM DWELLING 4" SCH 40 PVC EFFLUENT TRANSPORT PIPE PROPERTY LINE ACCORDING TO PROPERTY OWNER <br /> -- LEACH FIELD SIZING: <br /> �� SOIL CONDIT4ONS ASSUMPTIONS BASED ON SOIL INVESTIGATION BY <br /> OTHERS PRESENTED IN A REPORT TO ACORN ONSITE, INC. ALL <br /> i� 50' WELL SETBACK �� SIZING IS BASED ON THE SOIL INVESTIGATION BY OTHERS AND SAN <br /> JUAQUIN COUNTY ENVIRONMENTAL HEALTH OWTS MANUAL TABLE <br /> 9.7.1, <br /> PRIMARY LEACH FIELD: <br /> / 2 BEDROOMS EQUATES TO 160 LF TOTAL ACCORDING TO SAN <br /> / \ JUOQUIN COUNTY OWTS MANUAL TABLE 9.7.1, BASED ON SOIL <br /> INVESTIGATION BY OTHERS APPEARS REASONABLE SIZING. <br /> / NEIGHBOR WELL <br /> ACCORDING TO PERMIT NO. 45-457 ISSUED 6-19-75 RESERVE AREA: <br /> 1 DUPLICATE AREA AVAILABLE <br /> 1 1 <br /> I 1 <br /> I I <br /> THE OWTS TREATMENT TRAIN INCLUDES AN AEROBIC TREATMENT <br /> UNIT WITH NITROGEN REDUCTION, THE PROPOSED ATU MEETS NSF <br /> 245 TESTING SHOWING AT LEAST 50% REDUCTION. <br /> I � 1 <br /> i� 50' WELL SETBACK <br /> 11 NEIGHBOR WELL <br /> I I <br /> 1 I <br /> I I <br /> I 1 <br /> 1 1 <br /> 1 � <br /> s OWTS PLAN <br /> D 10 20 40 60 11668 S UNION ROAD <br /> MANTECA CALIFORNIA <br /> CD Scale 1" = 20 ft <br /> PROPERTY OWNER: APN= <br /> : MOISES CHAVEZ 204-030-07 <br /> 11668 S UNION ROAD SCALE: <br /> MANTECA CA 95336 <br /> 1 " = 20' <br /> Q?,4FESS1aN <br /> FO ql CONTOUR INTERVAL: <br /> NDERGROUND SERVICE ALERT �`�� o� ys�. ��� ACN NONE <br /> Lu R <br /> CALL TOLL FREE Na. 66172 DATE <br /> 1-800-642-2444 OR 811 * * ONSITE lnc.M JUNE 28, 2021 <br /> AT LEAST TWO WORKING <br /> DAYS BEFORE YOU DIG Cl1� ��� PROJECT NO. <br /> qT Fp`� <br /> THIS IS NOT A BOUNDARY SURVEY. PROPERTY LINES SHOWN FROM SITE MAP PROVIDED BY PROPERTY OWNER. uNOER�Ro��o SERVICE APRT of NOR�ERN CALIFORNIA F a�- c��l ACORN ONSITE, INC. 210770920 <br /> THIS PLAN ONLY ADDRESSES THE NEW OWTS COMPONENTS AS SHOWN, ALL OTHER SITE INFORMATION IS FROM SITE 2288 BUENA VISTA AVENUE, UVERMORE, CALIFORNIA 94550 <br /> PLAN PROVIDED BY PROPERTY OWNER. (925) 447-5200 FAX (925) 447-0919 www.AcornOnsite.com SHEET NO. <br /> SEPTIC SYSTEM ENGINEERING 1 OF 2 <br />