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SU0010378 SSNL
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SU0010378 SSNL
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Last modified
5/7/2020 11:34:32 AM
Creation date
9/4/2019 10:20:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0010378
PE
2631
FACILITY_NAME
PA-1500010
STREET_NUMBER
22769
Direction
N
STREET_NAME
BENDER
STREET_TYPE
RD
City
ACAMPO
Zip
95220-
APN
00317010 54
ENTERED_DATE
2/2/2015 12:00:00 AM
SITE_LOCATION
22769 N BENDER RD
RECEIVED_DATE
1/30/2015 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\B\BENDER\22769\PA-1500010\SU0010378\SS-NL STDY ADDENDUM.PDF
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EHD - Public
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�I NEIL 0. ANDERSON <br /> /'4 AND ASSOC IATES <br /> AlrerraCOt1 COMPANY <br /> September 23, 2015 <br /> Our Project Number: NA155039 <br /> Mr. Vern Vierra ED <br /> RECEIV <br /> Delta Building Design RECEIVED <br /> LJ <br /> 1514 W. Taddei Road OCT 13 2015 <br /> Acampo, California 95220 <br /> ENVIRONMENTAL HEALTH <br /> Subject: Soil Suitability / Nitrate Loading Study Addendum PERMIT/SERVICES <br /> St. Jorge Winery <br /> 151 W. Taddei Road <br /> Acampo, California 95220 <br /> Dear Mr. Vierra: <br /> This letter report addendum has been prepared to update the soil suitability and nitrate loading <br /> study originally provided by our firm on April 9, 2007 for the subject property. We understand <br /> that the winery will increase the number of people and events at the subject property to include <br /> a maximum of 12 occasional events annually with up to 150 guests per event. Additionally, In <br /> order to accommodate the increase in guests during events, the winery has proposed to <br /> construct additional men and women restrooms on site that will be tied into the existing septic <br /> system. The winery has proposed to expand the existing leach field by adding one (1) 100-foot <br /> leach line with a 2 feet by 20 feet by 10 feet deep sump, similar to the existing system. A <br /> grease interceptor will also be located in the kitchen as part of the project. The following <br /> presents our finding and discussions. <br /> Nitrate Loading Study <br /> Table 1. <br /> Original Typical Quantity of Effluent <br /> Total People Average Quantity Average Daily Flow <br /> Category per Day per Person Per Facility <br /> Residents 7 70 gpd/person 7 residents x 70 gpd,/person = 490 <br /> gpd <br /> Employees 5 13 gpd/person (5 employees x 13 gpd/person) x <br /> 3/7 x 10.5/12 = 25 gpd <br /> Customers 30 15 gpd/person (30 customers x 15 gpd/person) x <br /> 3/7 x 10.5/12 = 169 gal <br /> Average Daily Flow from Development 684 gpd <br /> Lodi • Sacramento • Concord <br /> Phone:209.367.3701 • Fax:209.333.8303 • w .noanderson.com <br /> 902 Industrial Way,Lodi,CA 95240 <br />
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