Laserfiche WebLink
1 1 � <br /> 1 1 50' WELL SETBACK <br /> 1 <br /> 1 1 \ EXISTING SEPTIC TANK <br /> 1 LOCATION APPROXIMATE <br /> PUMP TANK <br /> CONTROL PANEL <br /> 1 <br /> 5' BUILDING SETBACK <br /> 1 1 <br /> EXISTING 4 BEDROOM DWELLING-) <br /> 0 50 100 200 300 <br /> Scale 1" = 100 ft <br /> = ASSUMED SITE DATUM ELEVATION - SHOP EFFLUENT TRANSPORT PIPE <br /> t� <br /> O <br /> z <br /> 1 <br /> 1 <br /> _ 1 ---- OF <br /> EXISTINGREPORTEDLY <br /> LOCATION <br /> DRIVING SURFACE LY NON—FUNCTIONAL DISPERSAL FIELD <br /> AREA DETAILED AT RIGHT <br /> 1 <br /> 1 1 <br /> r 1 <br /> PURAI=LO POD <br /> PROPERTY LINE EXCLUDING VICINITY OF HOUSE AND SHOP, ENTIRE PARCEL IS PLANTED IN VINEYARD, <br /> AS REPORTED BY PROPERTY OWNER <br /> -- -- -- -- -- <br /> AT—GRADE BED <br /> NERAL CONSTRUCTION NOTES: <br /> EDGE OF SOIL COVER <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 /> CONSTRUCTION OBSERVATION NOTES: REMOVE GRAPE VINES AS NECESSARY FOR INSTALLATION AND LONG TERM USE <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 /> 1.6. FINAL COVER DESIGN FLOW: 4 BEDROOM EXISTING DWELLING, 600 GALLONS/DAY <br /> 1.7. START UP OF PRETREATMENT SYSTEM — ANUA APPROVED SERVICE PROVIDER SHALL BE PRESENT 0 10 20 40 60 SITE CONSTRAINTS: SEASONALLY HIGH WATER TABLE <br /> 2. INSTALLER SHALL PROMPTLY NOTIFY ENGINEER—OR—RECORD OF ANY DISCREPANCIES FOUND OR DISCOVERY OF DIFFERING SITE CONDITIONS FROM THOSE NOTED. � PRETREATMENT TECHNIQUE: PURAFLOW PODS <br /> 3. DISPERSAL PAD SHALL NOT BE INSTALLED IN OVERLY MOIST SOIL. O Scale 1" = 20 ft DISPERSAL METHOD: AT—GRADE BED <br /> 4. DISPERSAL PAD EXCAVATIONS SHALL NOT BE LEFT UNCOVERED DURING ANY RAIN EVENT OR FOR AN EXTENDED PERIOD OF TIME. z ASSUMED SITE DATUM ELEVATION <br /> LONG TERM NOTES: <br /> 1. IN ACCEPTING THIS PLAN, THE OWNER REALIZES THAT EXPANSION SOF 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. <br /> 3. LOW FLOW PLUMING FIXTURES ARE REQUIRED. NDERGROUND SERVICE ALERT OWTS PLAN <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 LOD CALIFOR6. NIA <br /> 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 /> N NANCE: <br /> UNDERGROUND SERVICE ALERT OF NORTHERN CALIFORNIA C/o NATE MARTINEZ 06316030 <br /> 1. CLEAN OUTLET FILTER AS REQUIRED FOR PROPER FLOW TO PUMP TANK. PO BOX 1352 SCALE= <br /> 2. ANNUALLY SERVICE PODS BY APPROVED SERVICE PROVIDER. Q�tRIVERBANK CA 95367 1 " = 100' & 20' <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 o OFESSI pyq� <br /> HEIGHT INSIDE THE SEPTIC TANK. Jpti Fti CONTOUR INTERVAL- <br /> o tis <br /> 4. ANNUAL SERVICE SHALL INCLUDE: CHECK CONDITION OF COMPONENTS INSIDE PUMP TANK, MONITOR GRADE ABOVE DISPERSAL PAD, MONITOR GENERAL SITE CONDINONE <br /> TIONS IN �; � � � A C4 R PA <br /> DISPERSAL PAD VICINITY TO VERIFY SERVICEABILITY OF SITE. uj <br /> 66172 SATE= <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 , \* ONSITE, InC:M Nov. 14, 2019 <br /> SO AT THEIR OWN RISK. THIS IS NOT A BOUNDARY SURVEY, PROPERTY LINES SHOWN ARE FROM SITE PLAN PROVIDED BY PROPERTY OWNER. �yT c����� �� ACO PROJECT NO. <br /> OF CAL�FO RN ONSITE, INC. 829 <br /> THIS fS NOT A BOUNDARY SURVEY. PROPERTY LINES SHOWN FROM SITE MAP PROVIDED BY PROPERTY OWNER. 2288 BUENA VISTA AVENUE, UVERMORE, CALIFORNIA 94550 <br /> (925) 447-5200 FAX (925) 447-0919 www.AcornOnsite.com SHEET NO. <br /> SEPTIC SYSTEM ENGINEERING 1 OF 2 <br />