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SU0005897 SSNL
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SU0005897 SSNL
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Last modified
5/7/2020 11:31:51 AM
Creation date
9/6/2019 10:03:52 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005897
PE
2691
FACILITY_NAME
PA-0600037
STREET_NUMBER
11293
Direction
S
STREET_NAME
MANTHEY
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19125008
ENTERED_DATE
1/31/2006 12:00:00 AM
SITE_LOCATION
11293 S MANTHEY RD
RECEIVED_DATE
1/31/2006 12:00:00 AM
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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FilePath
\MIGRATIONS\M\MANTHEY\11293\PA-0600037\SU0005897\NL STDY.PDF
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EHD - Public
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TABLE 1 <br /> BUSINESS SQUARE FOOTAGE OF BUILDING SQUARE <br /> CONCEPTUAL'PARCEL FOOTAGE WITHIN <br /> CONCEPTUAL PARCEL <br /> Gas Station/C-Store/Car Wash(only with 100% 59,600 ft2 Gas Station: <br /> b Fuel,C-Store=5,015 ft' <br /> Recirculated Water) Car Wash= 1,250 ft' <br /> Fast Food#1 30,250 ft2 2,500 ft2,45 Seats <br /> Fast Food#2 37,000 ft2 2,500 ft2,45 Seats <br /> Fast Food#3 93,000 ft2 3,000 ft2 ,45 Seats <br /> Hotel#1 70,800 ft2 13,600 ft' <br /> 3 Stories,75 Rooms, <br /> Restaurant w/60 seats <br /> Hotel 42 49,400 ft2 13,600 ft2 <br /> 2 Stories,50 Rooms <br /> Strip Retail#1 50,260 ft' 7,367 ft' <br /> Strip Retail #2 43,500 ft2 7,636 ft2 <br /> TOTALS 433,810 ft2 9.96 acres 56,468 ft' 1.296 acres <br /> 2. SOIL SUITABILITY STUDY FINDINGS AND SITE EVALUATIONS <br /> The management of wastewater effluent by the soil primarily protects human health and mitigates <br /> environmental degradation,particularly from nitrate and pathogens. Water flow through the <br /> proposed disposal area soils,by gravity(downward), horizontally, and by capillary action and <br /> evaporation(upward), were studied for this project. The findings presented below have <br /> determined that at different elevations,the property soils possess characteristics that are somewhat <br /> restrictive for the management of wastewater effluent with respect to permeability at the deeper <br /> depths,but simultaneously favorable for the mitigation of nitrate loading due to this restrictive <br /> permeability. <br /> 2.1 Surface and Subsurface Soil Characteristics <br /> I Topography of the soil surface shows the land surface to be at 15 MSL with an imperceptible <br /> declination assumed to be in a westerly direction. The slope is less than 1%. This is an acceptable <br /> surface slope for the disposal area and may be easily maintained during construction procedures. <br /> NLS§ 1.1 As referenced above and evidenced in the attached Photographic Plates, the surface soils <br /> consist of recently plowed soil to a depth of-12 to 18 inches. Below this disked soil is a densely <br /> compact soil structure consisting of a fine sand, cemented silts. A considerably dense"plow-pan <br /> layer" is quite evident from 12 inches down to approximately 24 inches in depth. This severe soil <br /> compaction was probably caused by tractor wheel compaction under optimum soil moisture <br /> conditions during tillage, along with chemical inducement. Under this layer at approximately three <br /> to four feet, the soil density is variable as determined by in-place density testing and composed of a <br /> yellowish brown, fine silty sand material, with excellent permeability. <br /> Page -5- <br /> Chesney Consulting <br /> i <br /> t <br />
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