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ARCHIVED REPORTS_1981
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4400 - Solid Waste Program
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PR0440058
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ARCHIVED REPORTS_1981
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Last modified
7/17/2020 2:16:11 PM
Creation date
7/3/2020 11:00:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1981
RECORD_ID
PR0440058
PE
4433
FACILITY_ID
FA0004518
FACILITY_NAME
NORTH COUNTY LANDFILL
STREET_NUMBER
17720
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06512004
CURRENT_STATUS
01
SITE_LOCATION
17720 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
CField
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440058_17720 E HARNEY_1981.tif
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EHD - Public
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Hydrologic Conditions/Water Quality <br />Surface Water <br />The proposed site is located in the uppermost reaches of the South Paddy <br />Creek watershed. Drainage on-site flows across the property from east to west <br />into a small tributary to South Paddy Creek. This flows :into South Paddy <br />Creek, then to Bear Creek, then to Mosher Slough between Bishop Tract and Atlas <br />Tract northwest of Stockton. Mosher Slough flows to Disappointment Slough of <br />the Sacramento - San Joaquin Delta System. The approximate watershed size in- <br />cluding the project site is 850 acres. A small portion of runoff from the south <br />end of the site could drain southerly to Mosher Creek; however, this appears to <br />be negligible. Surface water on-site is intermittent and originates from two <br />sources. Most is storm runoff; 70 percent of which occurs between December and <br />March. During the irrigation season, however, it is not unusual for irrigation <br />discharges from higher fields to flow in the tributary to South Paddy Creek. <br />It is estimated that a storm with a one chance in a hundred probability <br />of occurrence, would produce approximately 250 cubic feet per second of run- <br />off from the site. Existing runoff at the site flows largely as sheet flow <br />north to northwesterly. <br />The U.S. Army Corps of Engineers has indicated that the site is not sub- <br />ject to flooding by the Calaveras River or Mosher Creek. The Corps of Engineers <br />also indicated that flooding in the study area was not studied in detail because <br />of the small size of the South Paddy Creek watershed. However, San Joaquin <br />County 's flood management maps show the site not within a one chance in a <br />hundred flood plain. <br />r,rntindwatar <br />The proposed landfill site lies within the San Joaquin Basin. An on-site <br />field exploration to collect groundwater and hydrogeological data was made by <br />J. H. Kleinfelder and Associates. Data relating to the hydrogeological setting <br />was obtained from 16 geologic bore holes. As part of this on-site drilling pro- <br />gram, one boring situated in the extreme southwest property corner was drilled <br />to ascertain the location of groundwater and perched water or lack of it. <br />The geologic formation which underlie this region influence the occur- <br />rence, movement, and quality of groundwater. The oldest significant fresh <br />water bearing formation on the east side of the County is generally considered <br />to be the Mehrten formation. Many of the sands of the Mehrten formation are <br />highly permeable and furnish water of good quality to deep wells. The hydro- <br />logic characteristics of the Laguna formation which overlies the Mehrten for- <br />mation are variable. Bodies of perches water are common in its outcrop area. <br />Despite the thinness of the Quaternary all-uvial sediments, a number of wells <br />obtain large yields from the sand and gravel stringers. However, most of <br />these wells often penetrate the underlying laguna and in many cases, the <br />Mehrten formation. Most water used in the eastern portion of the County is <br />
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