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SU0004702 SSNL
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SU0004702 SSNL
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Last modified
5/7/2020 11:31:07 AM
Creation date
9/4/2019 11:15:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004702
PE
2622
FACILITY_NAME
PA-0400661
STREET_NUMBER
31717
Direction
S
STREET_NAME
CHRISMAN
STREET_TYPE
RD
City
TRACY
APN
25919001
ENTERED_DATE
11/17/2004 12:00:00 AM
SITE_LOCATION
31717 S CHRISMAN RD
RECEIVED_DATE
11/9/2004 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\C\CHRISMAN\31717\PA-0400661\SU0004702\NL STDY.PDF
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EHD - Public
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C( in <br /> he 28 ppm nitrate concentration was measured at the Pombo Cattle Ranch well. This was not referenced <br /> the report due to liability reasons. Potential on-site nitrate sources and their"cumulative effect on <br /> water quality"were discussed cumulatively on Page 8, first Paragraph,regarding agronomic nitrogen <br /> loading, and on Pages 8 and 9 with the Hantzsche/Finnemore equation for potential septic system impact. <br /> Item 6.1. Every perc test location was adequately measured on the Tentative Map found in Appendix D. <br /> Any surveyor would agree that pacing is an acceptable form of measurement. From the book Surveying <br /> with Construction Applications by Barry Kavanaugh,Page 18: "Pacing is a very useful method of <br /> approximate measure." My word, the project is proposed to consist of 40t acre parcels! It is my <br /> understanding that if future homebuilders build anywhere outside of the"general area"where the perc <br /> tests were conducted,EHD can require perc tests in those specific homesite locations. <br /> Item 6.7 and 6.8. On page 10, eighth Paragraph,I state"No engineered septic systems are anticipated for <br /> this subdivision." I state "anticipated"because it is anticipated that all houses that may be built on the <br /> property will probably be "typical." If someone builds a 20 bedroom, 10 bath house, then the septic <br /> system will have to be "engineered." <br /> Ms. Turkatte writes"...a shallow percolation rate of over 60 minutes per inch may not preclude the use of <br /> a standard system, depending on the evaluation of the deep percolation test results." On Page 9, last <br /> Paragraph and Page 10, second Paragraph,I go into great detail in the "evaluation of the deep percolation <br /> test results" for the parcel under discussion, which is parcel 8. <br /> On Page 10,third Paragraph, I write: "All of the above information regarding parcel 8; the shallow and <br /> deep perc tests,mitigation measures and mathematical calculations were verbally discussed with Mike <br /> Huggins of EHD on May 24, 2005, with his concurrence." <br /> Ms. Heran,I try to write ail-encompassing reports in accordance with not only your Requirements <br /> Checklist,but inclusion of additional information that may be pertinent to the project. I do not appreciate <br /> having to spend unnecessary time writing this addendum when it is obvious the report I submitted is more <br /> than adequate. It is my opinion,the review done by Ms.Turkatte must have been done in such haste, with <br /> scrutiny of insignificant minutia, and without regard to the crucial and important information conveyed in <br /> the report. I submitted this report on June 8. Expedited review fees were paid for EHD to review the <br /> report in five to ten business days. The request for this Addendum was postmarked June 27. Time is of <br /> the essence to have this matter resolved quickly. <br /> I would appreciate meeting with you at some point in the future to discuss this very serious issue of the <br /> applying of differing standards, and the misinterpretation and misunderstanding of nitrate loading criteria <br /> by Ms. Turkatte. <br /> Respectfully submitted, <br /> CHESNEY CONSULTING <br /> 0� <br /> Don Chesney, R.E.A. <br /> Page 2 of 2 <br /> Chesney Consulting <br />
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