My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
CORRESPONDENCE_1992-2017
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
V
>
VERA
>
1210
>
4400 - Solid Waste Program
>
PR0515731
>
CORRESPONDENCE_1992-2017
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/27/2024 2:20:57 PM
Creation date
12/24/2020 1:58:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1992-2017
RECORD_ID
PR0515731
PE
4430
FACILITY_ID
FA0000673
FACILITY_NAME
CITY OF RIPON
STREET_NUMBER
1210
Direction
S
STREET_NAME
VERA
STREET_TYPE
AVE
City
RIPON
Zip
95366
APN
25933004
CURRENT_STATUS
01
SITE_LOCATION
1210 S VERA AVE
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\cfield
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
113
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Ali <br /> 1228 N STREET ROOM 24 <br /> SACRAMENTO, CALIFORNIA 95814 <br /> (916) 442-3155r"'ECIF Elm D <br /> pro ra , V r. <br /> May 7,,. 1982 ENVIRONMENTAL HEALTH <br /> PERMIT/SERVICES <br /> Mayor, City of Ripon <br /> Ripon, CA 95366 <br /> Dear Sir or Madam: <br /> am collecting information on the effects of various flow levels in the <br /> Stanislaus River near Ripon, and request your help in clearing up some <br /> questions about the Ripon Sewage Treatment Plant. <br /> Reports from staff of the Bureau of Reclamation indicate that the Plant 's <br /> perco� ponds are adversely affected"iy`river flows of 2,000 - 3,000 cfs. <br /> The report also indicated that extended flows of this level (or, presumably, <br /> higher) would cause the ponds to overflow and discharge directly into the <br /> river. <br /> My primary question relates to the planning of these ponds. What flow <br /> levels and durations were assumed for the Stanislaus over the operational <br /> life of the ponds? Since the Army Corps of Engineers has estimated in their <br /> New Melones Flood Control Manual that flows of up to 8,000 cfs maybe <br /> experienced in the Stanislaus for extended periods , werecontingency plans <br /> made for the Sewage Treatment Plant during such periods? If so, what are <br /> these alternative operations plans? Were these matters fully digscussed <br /> before the State Water. Resources Control Board when the discharge permit for <br /> the ponds was issued? <br /> It is likely that most or all of these questions could be answered through <br /> study of the percolation pond planning documents, which I would be happy to <br /> do if they can be supplied. <br /> lf *a response to this letter will take more than 2 or 3 weeks, please advise <br /> me of that fact. I ' d be happy to-answer any questions you might have regarding <br /> this request -- just call. at the. phone number givenabove. Thank you for your <br /> help <br /> a <br /> Sincerely, <br /> Elizabe h S. Andrews <br />
The URL can be used to link to this page
Your browser does not support the video tag.