My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WALNUT GROVE
>
9015
>
4200 – Liquid Waste Program
>
PR0522382
>
COMPLIANCE INFO
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/13/2026 9:29:48 AM
Creation date
8/5/2020 10:12:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200 – Liquid Waste Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0522382
PE
4242 - WASTE WATER TX PLANT
FACILITY_ID
FA0014762
FACILITY_NAME
S&D OIL INC
STREET_NUMBER
9015
STREET_NAME
WALNUT GROVE
STREET_TYPE
RD
City
THORNTON
Zip
95686
CURRENT_STATUS
Inactive, non-billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
FilePath
\MIGRATIONS\4200 - Liquid Waste\W\WALNUT GROVE\9015\PR0522382\INSPECT CORRESPOND.PDF
Site Address
9015 WALNUT GROVE RD THORNTON 95686
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
205
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
RESULTS AND DISCUSSION <br /> Found in Table 1 below, are the test Results for each constituent tested (Column 1). Column 2 <br /> are the test results of influent from the second compartment of the 1 Ok gallon septic tank. <br /> Column 3 are the test results for the composite effluent from all three EnviroServers (ES). For <br /> comparison purposes, Column 4 are the test results for the second biannual inspection on <br /> September 12, 2025 from the ES. <br /> TABLE 1 <br /> h t � afi�3•wn ,:J .,�l r' P .. � dr) ". +� S �' k S��t n`�rY �'1 � � fi l <br /> �^�cn � 2�1t cK��..,�,dt.�ak'.�p�,Sb R rya,3' �"' Y K (7'�*4 e rt n, 3�a� '"°",� ar' €iv 3'>r r' � �"- ''���i'"',� r�-�'��'�t'#+'y� y+,a�✓� 7 r�x+� ti� 3 <br /> Analytical Test Results: Analytical Test Results: Analytical Test Results: <br /> CONSTITUENT 2'Compartment- Composite Effluent From All Effluent From All Three <br /> Septic Tank Influent Three EnviroServers EnviroServers 9/12/25 <br /> 3/27/26 3/27/26 (For Comparison Purposes) <br /> Total Alkalinity 816 mg/L 888 mg/L 686 mg/L <br /> Ammonia Nitrogen(NH;N) 151 mg/L 148 mg/L 118 mg/L <br /> Biochemical Oxygen Demand 153 mg/L 538 mg/L 61.8 mg/L <br /> (BOD,) <br /> Specific Conductance(EC) 2200 µmhos/cm 2330 µmhos/cm 1760 µmhos/cm <br /> Nitrate Nitrogen(NO,-N) ND ND ND <br /> Nitrite Nitrogen(NOZ N) ND 1.49 ND <br /> Total Kjeldahl Nitrogen(TKN) 141 mg/L 112 mg/L 85.8 mg/L <br /> PH 7.44 1 7.41 7.74 <br /> ND=Not Detected <br /> The EHD requests Average Daily Flows and Peak Flows from the PTP. Peak flows are difficult <br /> to determine from this type of facility. Given the facility is now open 24 hrs, peak flows can still <br /> be assumed to take place in the morning, noon-time and early evenings. Average daily flows <br /> have been determined by flow meters that have been installed on the three pressure lines leading <br /> to the disposal area. <br /> The following Table illustrates the flow volume totals and the averag( <br /> between the two measured dates. Meter#1 has malfunctioned and wi <br /> possible. <br /> TABLE 2 <br /> Flow Meter Number Corresponding Meter Reading on Meter Reading on Total Volume Daily Volume in <br /> with EnviroServer Number March 27,2026 September 12,2025 Over 196 days Gallons per Day <br /> (Illustrated on Process Flow Diagram) <br /> 1 01,122,791 01,122,791 0 gals UNKNOWN gpd <br /> 2 00,909,400 00,786,600 122,800 gals 627 gpd <br /> 3 00,394,300 00,340,800 53,500 gals 273 gpd <br /> TOTALS 176,300 gals 900 gpd <br /> Page -2- <br /> Chesney Engineering, Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.