Laserfiche WebLink
r i 50' WELL SETBACK <br /> I i <br /> EXISTING SEPTIC TANK <br /> 1 1 LOCATION APPROXIMATE <br /> I 1 - <br /> PUMP TANK <br /> CONTROL PANEL <br /> 5' BUILDING SETBACK <br /> 1 1 <br /> EXIS7ING 4 BEDROOM DWELLING f <br /> r i <br /> 0 50 100 200 300 <br /> Scale 1" = 100 ft <br /> = ASSUMED SITE DATUM ELEVATION SHOP EFFLUENT TRANSPORT PIPE <br /> 0 <br /> z <br /> APPROXIMATE REPORTED LOCATION <br /> r DRIVING SURFACE OF EXISTING REPORTEDLY NON—FUNCTIONAL DISPERSAL FIELD <br /> AREA DETAILED AT RIGHT <br /> 1 i <br /> PURAFLO POD <br /> PROPERTY LINE EXCLUDING VICINITY OF HOUSE AND SHOP, ENTIRE PARCEL IS PLANTED IN VINEYARD. <br /> AS REPORTED BY PROPERTY OWNER <br /> -- -- -- -- -- <br /> EDGE OF SOIL COVER AT—GRADE BED <br /> GENERAL CONSTRUCTION NOTES: <br /> 1. SEPTIC SYSTEM TO BE INSTALLED IN ACCORDANCE WITH REGULATORY AGENCY REQUIREMENTS. <br /> 2. CONSTRUCTION OF OWTS SHALL NOT BEGIN PRIOR TO APPROVAL OF THIS PLAN AND ISSUANCE OF AN INSTALLATION PERMIT FROM THE COUNTY ENVIRONMENTAL HEALTH. <br /> 3. INSTALLER MUST NOTIFY UNDERGROUND SERVICE ALERT (CALL 811) AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION. <br /> REMOVE GRAPE VINES AS NECESSARY FOR INSTALLATION AND LONG TERM USE <br /> CONSTRUCTION OBSERVATION NOTES: <br /> 1. CONSTRUCTION OBSERVATION INSPECTION BY ENGINEER—OF—RECORD REQUIRED. INSTALLER SHALL COORDINATE INSPECTIONS: <br /> 1.1. PRECONSTRUCTION (ALL COMPONENT LOCATIONS MARKED IN FIELD, DISPERSAL FIELD LAYOUT TO BE DONE BY ENGINEER—OF—RECORD OR LAND SURVEYOR, INSTALLER <br /> SHALL PROVIDE A CONSTRUCTION SCHEDULE AND GENERAL PROCEDURE FOR INSTALLATION) <br /> 1.2. RIPPING OF SOIL FOR GRAVEL PLACEMENT (SAMPLE OF GRAVEL SHALL BE AVAILABLE) (ENGINEER—OF—RECORD SHALL BE PRESENT TO OBSERVE RIPPING) <br /> 1.3. DISPERSAL PAD AFTER GRAVEL PLACED AND PODS INSTALLED <br /> 1.4. SEPTIC TANK AND PUMP TANK WATERTIGHTNESS TEST <br /> 1.5. ALL PIPING <br /> DESIGN FLOW: 4 BEDROOM EXISTING DWELLING, 600 GALLONS/DAY <br /> 1.6. FINAL COVER = 0 10 20 40 60 SITE CONSTRAINTS: SEASONALLY HIGH WATER TABLE <br /> 1.7. START UP OF PRETREATMENT SYSTEM — ANUA APPROVED SERVICE PROVIDER SHALL BE PRESENT PRETREATMENT TECHNIQUE: PURAFLOW PODS <br /> 2. INSTALLER SHALL PROMPTLY NOTIFY ENGINEER—OR�--RECORD OF ANY DISCREPANCIES FOUND OR DISCOVERY OF DIFFERING SITE CONDITIONS FROM THOSE NOTED. 0 Scale 1 = 20 ft DISPERSAL METHOD: AT—GRADE BED <br /> 3. DISPERSAL PAD SHALL NOT BE INSTALLED IN OVERLY MOIST SOIL. z <br /> 4. DISPERSAL PAD EXCAVATIONS SHALL NOT BE LEFT UNCOVERED DURING ANY RAIN EVENT OR FOR AN EXTENDED PERIOD OF TIME. ASSUMED SITE DATUM ELEVATION <br /> LONG TERM NOTES: <br /> 1. IN ACCEPTING THIS PLAN, THE OWNER REALIZES THAT EXPANSION OF THE DISPERSAL PAD MAY BE REQUIRED IF LIQUID LOADING IS NOT DISPOSED OF BY THE PROPOSED <br /> OWTS. <br /> 2. EVERY EFFORT SHOULD BE MADE TO MINIMIZE LIQUID LOADING ON THE OWTS. NDERCROUND SERVICE ALERT OWTS PLAN <br /> 3. LOW FLOW PLUMING FIXTURES ARE REQUIRED. <br /> 4. NO FILL SHALL BE PLACED OVER THE DISPERSAL PAD AREA AREA. CALL TOLL FREE 10651 E HARNEY LANE <br /> 5. NO EXCAVATION OR CUTTING SOIL SHALL OCCUR DOWNSLOPE OF DISPERSAL PAD, CONTACT ENGINEER—OF—RECORD FOR APPROPRIATE SETBACK REQUIREMENTS. 1-800-642-2444 OR 811 LODI, CALIFORNIA <br /> 6. NO VEHICULAR TRAFFIC OR OTHER ACTIVITIES THAT WILL COMPACT SOIL ARE ALLOWED IN DISPERSAL PAD AREA. AT LEAST TWO WORKING <br /> 7. DOWNSPOUTS OR HOT TUBS SHALL NOT DRAIN INTO OWTS. DAYS BEFORE YOU DIG PROPERTY OWNER. APN <br /> UNDERGROUND SERVICE ALERT OF NORTHERN CALIFORNIA c/o NATE MARTINEZ 0631603D <br /> MAINTENANCE: PO BOX 1352 SCALE: <br /> 1. CLEAN OUTLET FILTER AS REQUIRED FOR PROPER FLOW TO PUMP TANK. RIVERBANK CA 95367 1 " = 100' 20' <br /> 2. ANNUALLY SERVICE PODS BY APPROVED SERVICE PROVIDER. Q�oFESSio/v <br /> 3. INSPECTION OF SEPTIC TANK AT LEAST ONCE EVERY TWO YEARS AND CLEAN IF COMBINED THICKNESS OF SLUDGE AND SCUM EQUALS MORE THAN 1/4 OF THE LIQUID 4� CONTOUR INTERVAL: <br /> HEIGHT INSIDE THE SEPTIC TANK. p`�`Z G Joyy�� FtiACnRIN <br /> NONE <br /> 4. ANNUAL SERVICE SHALL INCLUDE: CHECK CONDITION OF COMPONENTS INSIDE PUMP TANK, MONITOR GRADE ABOVE DISPERSAL PAD, MONITOR GENERAL SITE CONDITIONS WOf o. 66172 � � DATE <br /> DISPERSAL PAD VICINITY TO VERIFY SERVICEABILITY OF SITE. <br /> ONSITEInc.M NOV. 14, 2019 <br /> THIS DOCUMENT AND ASSOCIATED REPORTS AND TESTING ARE FOR THE CONSTRUCTION OF THE OWTS SHOWN. ANYONE USING THIS INFORMATION FOR ANY OTHER PURPOSE DOES �� �ti� �,�� PROJECT NO. <br /> SO AT THEIR OWN RISK. THIS IS NOT A BOUNDARY SURVEY, PROPERTY LINES SHOWN ARE FROM SITE PLAN PROVIDED BY PROPERTY OWNER. qTFz ACORN ONSITE, INC. 829 <br /> Df- CA1 �F 2288 BUENA VISTA AVENUE, LIVERMORE, CALIFORNIA 94550 <br /> THIS IS NOT A BOUNDARY SURVEY. PROPERTY LINES SHOWN FROM SITE MAP PROVIDED BY PROPERTY OWNER. `�� (925) 447-5200 FAX (925) 447-0919 www.AcornOnsite.com SHEET NO. <br /> �` SEPTIC SYSTEM ENGINEERING 1 OF 2 <br />