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SU0005948_SSNL
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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99 (STATE ROUTE 99)
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2600 - Land Use Program
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PA-0600100
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SU0005948_SSNL
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Last modified
11/19/2024 1:52:17 PM
Creation date
9/8/2019 12:57:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005948
PE
2622
FACILITY_NAME
PA-0600100
STREET_NUMBER
26609
Direction
N
STREET_NAME
STATE ROUTE 99
City
ACAMPO
APN
00509068
ENTERED_DATE
3/7/2006 12:00:00 AM
SITE_LOCATION
26609 N HWY 99
RECEIVED_DATE
3/7/2006 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\sballwahn
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FilePath
\MIGRATIONS\N\HWY 99\26609\PA-0600100\SU0005948\SS STDY .PDF
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EHD - Public
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L <br /> ` October 23, 2006 <br /> NOA Project Number: E06103A <br /> Measurement of the water level during the percolation test was from a fixed reference point on the <br /> PVC casing using an electric well sounder with an depth accuracy of 1/100th foot All tabulated <br /> values on the field data sheet (appendix) are in decimal feet. After water drop was observed, the <br /> holes were checked for refill. The refill level was approximately 0.5 ft (6 inches) of water above the <br /> bottom level of the percolation test hole. The readings were taken every 30 minutes for a period of <br /> Lfour hours. <br /> f 6.6 Percolation Test Forms and Results <br /> The completed percolation test forms are included in the appendix of this report <br /> A shallow percolation test is defined by the EHD as being between 36 and 42 inches in depth; a <br /> satisfactory percolation rate for a shallow test is less than or equal to 60 minutes per inch drop. A <br /> deep percolation test is defined as being between 3.5 and 25 feet in depth;a satisfactory percolation <br /> rate for a deep test is 30 min/in or less. One percolation test must demonstrate a satisfactory <br /> percolation rate within the proposed septic system disposal field of each parcel to utilize a standard <br /> septic system. Details of the percolation tests are summarized in Table 4. <br /> j <br /> Table 4. <br /> Summary of Percolation Tests. <br /> Test No., Percolation Percolation Rate Test Comment <br /> Date Tested Test Depth (ft) (minutes/inch) Duration (see notes) <br /> Parcel 1 (shallow) 3.06 No movement 4 hr Failing Percolation Rate <br /> 9-8-06 <br /> Parcel 1 (deep) 23.0 No movement 4 hr Failing Percolation Rate <br /> 9-8-06 <br /> Parcel 2(shallow) 3.3 41.67 4 hr Satisfactory Percolation Rate <br /> 9-8-06 <br /> Parcel 2(deep) 19.35 4.55 4 hr Satisfactory Percolation Rate <br /> 9-8-06 <br /> Note: A satisfactory percolation rate for a"shallow"test is less than or equal to 60 minutes per inch. <br /> A satisfactory percolation rate for a"deep"test is less than or equal to 30 minutes per inch. <br /> r <br /> 1/6.7 Discussion of Percolation Test Results <br /> The soils within the sewage disposal area for Parcel two of the subject property have demonstrated a <br /> satisfactory percolation rate in accordance with the requirements of the EHD for the use of a <br /> standard septic system. The soils within the sewage disposal area for Parcel one of the subject <br /> property appear suitable for an engineered septic system. <br /> it <br /> I 7 <br /> L "044 <br /> L <br />
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