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SR0078779
Environmental Health - Public
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EHD Program Facility Records by Street Name
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99 (STATE ROUTE 99)
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12001
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4200/4300 - Liquid Waste/Water Well Permits
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SR0078779
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Last modified
11/19/2024 1:58:34 PM
Creation date
5/14/2018 10:19:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0078779
PE
4216
STREET_NUMBER
12001
Direction
S
STREET_NAME
STATE ROUTE 99
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20405049
ENTERED_DATE
2/23/2018 12:00:00 AM
SITE_LOCATION
12001 S HWY 99 W FRONTAGE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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JP750 - JP1500 GALLON <br /> COMMERICAL SEPTIC TANKS <br /> TRAFFIC RATED - ACCEPTED BY UPC° <br /> 24" CAST IRON FRAME AND COVER i <br /> WITH GASKET. TWO STANDARD AS REQUIRED <br /> *12" MIN. � � <br /> WHEN SUBJECT 2432 RISER— 3 6" OR 12" <br /> TO TRAFFIC <br /> E <br /> LPVC C <br /> E <br /> SIDE VIEW CUTAWAY <br /> B <br /> r - - - - - - — r — — — — — <br /> I II I ! <br /> I II I <br /> I II I I <br /> A <br /> I II I <br /> I II I <br /> I II I <br /> L — — — — — — — — — — J <br /> TOP VIEW (COVERS & RISERS REMOVED) <br /> LIOUID OVERALL TANK MINIMUM MINIMUM " DEPTH TANK '... <br /> MODEL CAPACITY WIDTH LENGTH HEIGHT NLET OUTLET EXCAVATION EXCAVATION OF WEIGHT <br /> NUMBER GALLONS 'A' 'B' 'C' D' 'E' WIDTH LENGTH BURY LBS. <br /> JP750 7501 4'-0"1 8'-1°! __W-__0« 5'-0 4'-9" 5'-0" 9'-1" 61 <br /> MAX %000 <br /> JP7000 1000 5'-1" 8'-2- 6'-0" 5'-0" 4'-9- 6'-1" 9'-2" 6' MAX. 11,000 <br /> JP1200 1200 5'-9" 8'-6" 6'-0" 5'-0" 4'-9" 6'-9" 9'-6- 6' MAX. 12,600 <br /> JP1500 1500 5-7" 10'-8" 6'-0" 5'-0" 4'-9" 6'-7" it'-8" 6' MAX. 14,900 <br /> ■ TANK DESIGNED FOR H-20 TRAFFIC WHEEL LOAD WITH DRY SOIL CONDITIONS - (WATER TABLE BELOW TANK.) <br /> • EXTERIOR AND INTERIOR CONCRETE SURFACES TO BE COATED WITH AN APPROVED BITUMINOUS MATERIAL. <br /> • SUITABLE NATIVE OR SUB-BASE SHALL BE PREPARED TO HANDLE ANTICIPATED LOADS. THE EXCAVATION <br /> SHALL BE BEDDED WITH SUITABLE GRANULAR MATERIAL AND SHALL BE COMPACTED TO 90% MAXIMUM DRY <br /> DENSITY, OR TO REQUIREMENTS OF THE PROJECT GEOTECHNICAL ENGINEER. <br /> ■ FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. THE DESIGN AND DETAIL OF THIS URAWINO ARE THE <br /> PROPERTY OF JENSEN PRECAST AND NOT TO BE <br /> USED EXCEPT IN CONNECTION WITH ITS OWN WORK. <br /> DESIGN AND INVENTION RIGHTS ARE RESERVED. <br /> 1/22/07 ��ns�nm <br /> J007 Jensen <br /> g <br /> ®2007 Jensen Precast PRECAST <br />
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