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SU0006613 SSNL
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SU0006613 SSNL
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Entry Properties
Last modified
1/15/2020 11:53:45 AM
Creation date
9/4/2019 10:59:37 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006613
PE
2627
FACILITY_NAME
PA-0700293
STREET_NUMBER
17495
Direction
S
STREET_NAME
CARROLTON
STREET_TYPE
RD
City
ESCALON
APN
20507020
ENTERED_DATE
7/5/2007 12:00:00 AM
SITE_LOCATION
17495 S CARROLTON RD
RECEIVED_DATE
7/3/2007 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\C\CARROLTON\17495\SU0006613\NL STDY.PDF
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EHD - Public
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:r..45 i2 iw. Pik <br /> GEOTHASE <br /> ENVIRONMENTAL <br /> RECEWEED <br /> November 10, 2009 NOV 1 3 2009 <br /> GPE Project 607.1 ENVIRWMENT REAL.TH <br /> Mr. Ted Tasiopoulos W_� � IPSERVICES <br /> San Joaquin County EHD <br /> 600 E. Main Street <br /> Stockton, CA 95205 <br /> RE:_ ADDENDUM,- Revised Soil.Suitability and_Njjrate�Loading Study_ <br /> St. Patrick's Church Expansion <br /> 17495 S. Carrolton Road, Escalon(APN 205-070-20) ' <br /> k (PA-0700293) <br /> VIA FAX 468-5392 <br /> Dear Mr. Tasiopoulos: <br /> Please refer to our report of October 14, 2009 entitled Revised Soil Suitability and Nitrate <br /> Loading Study 17495- S. Carrolton Road, Escalon, California. This letter constitutes an <br /> addendum to the subject report. <br /> 1. Attached is.a revised site map showing details of the area of the proposed new <br /> chapel. <br /> 2. Page 3, Section 3.1, first paragraph is changed to read as follows: <br /> One residential septic sewage system is currently on the parcel. Permits <br /> pertaining to the system were reviewed at the EHD offices on August 24, 2009. <br /> The following table summarizes the permits found in the records: <br /> -r <br /> Details Purpose <br /> 8/6/1965 1,200 Gal Two 67 ft leach lines off of 20 ft line J Install new septi s s. <br /> 3. Page 14, Section 7.2, second paragraph is changed to read as follows: <br /> All six of these facilities will be served by a single, large septic system. As such, <br /> the volume-weighted average was calculated for the contribution to the total <br /> load from each building. The total load will be 4,835 GPD at 57.8 mglL nitrate <br /> concentration. Based on this flow rate, the Calculated Tank Capacity from <br /> i .2937.Veneman Avenue,Suite B240 Geo-Phase Environmental Inc. Phone: (209)569-0293 <br /> r Modesto,Ca 95356 Fax: (209)569-0295 <br /> l <br />
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