My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0005186_SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
N
>
99 (STATE ROUTE 99)
>
10748
>
2600 - Land Use Program
>
PA-0500401
>
SU0005186_SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2024 1:52:16 PM
Creation date
9/8/2019 12:49:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005186
PE
2611
FACILITY_NAME
PA-0500401
STREET_NUMBER
10748
Direction
N
STREET_NAME
STATE ROUTE 99
City
STOCKTON
APN
08607006 & 07
ENTERED_DATE
7/6/2005 12:00:00 AM
SITE_LOCATION
10748 N HWY 99
RECEIVED_DATE
7/6/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\N\HWY 99\10748\PA-0500401\SU0005186\NL STDY.PDF
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
62
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
On September 22,2005,0800 hrs,both shallow and deep percolation test borings for Lots 1 thro]each <br /> re <br /> pre-saturated with 12 inches of water. On September 23,2005,0800 his,percolation testing comfor <br /> these Lots. On September 28,2005,0800 hrs,both shallow and deep percolation test borings f <br /> through 11 were pre-saturated with 12 inches of water. On September 29,2005,0700 hrs,percoting <br /> commenced for these Lots. <br /> The percolation test results exhibited varying permeabilities,at varying depths in varying locatiohproposed Lot. The last half hour of the tests were witnessed by Lisa Medina,R.E.H.S. for Lots 6and Michael Escotto,R.E.H.S. for Lots 7 through 11. Percolation tests for each Lot on the subjety,along with related data such as standing water after pre-saturation, are summarized below in Tab <br /> TABLE 3 <br /> ERCOLATION TEST RESULTS AND RELATED DATA <br /> PROPOSED LOT PROPOSED PERC TEST DEPTHS: POST SOAK PERC TEST <br /> NUMBERAND ACREAGE SHALLOW PERIOD STATUS RESULTS <br /> POTENTIAL SEPTIC DEEP <br /> SYSTEM STRUCTURE <br /> Lm 1 1.05 Acres 42 INCHES -3"Standing Water 83 min/in-FAIL <br /> Leachlines and Sumps or <br /> Seepage Pits 86 INCHES(7.2 FEET) No Standing Water 16.7 min/in <br /> Lot 2 1.15 Acres 42 INCHES No Standing Water 6.8 min/in <br /> Leachlines and <br /> Seepage Pits 204 INCHES(17 FEET) No Standing Water 4.6 min/in <br /> Lot 3 1.15 Acre, 42 INCHES No Standing Water 27.8 min/in <br /> Leachlines and <br /> Seepage Pits 210 INCHES(17.5 FEET) No Standing Water 27.8 min/in <br /> Lot 4 1.16 Acres 42 INCHES No Standing Water 31.3 min/in <br /> Leachlines and Sumps or <br /> Seepage Pits 156 INCHES(13 FEET) -6"Standing Water 250 min/in-FAR. <br /> Lot 5 1.16 Acres 42 INCHES 10"Standing Water 0 min/in-FAIL <br /> Leachlines and Sumps or <br /> Seepage Pits 114 INCHES(9.5 FEET) No Standing Water 5.2 min/in <br /> Lot 6 1.14.Acres 42 INCHES -3"Standing Water 125 min/in-FAIL <br /> Leachlines and Sumps or <br /> Seepage Pits 78 INCHES(6.5 FEET) No Standing Water 25.0 min/in <br /> Lot 7 1.28 Acres 42 INCHES -3"Standing Water 125 min/in-FAIL <br /> Leachlines and Sumps or <br /> Seepage Pits 120 INCHES(10 FEET) No Standing Water 10.9 min/in <br /> Lot 8 1.13 Acres 42 INCHES -3"Standing Water 125 min/in-FAIL <br /> Leachlines and <br /> Seepage Pits 210 INCHES(17.5 FEET) No Standing Water 4.5 min/in <br /> Lot 9 1.13 Acres 42 INCHES -8"Standing Water 0 min/in-FAIL <br /> Leachlines and <br /> Seepage Pits 264 INCHES(22 FEET) No Standing Water 5.4 min/in <br /> Lot 10 1.13 Ae,e, 42 INCHES -6"Standing Water 250 mi/in-FAIL <br /> Leachlines and <br /> Seepage Pits 300 INCHES(25 FEET) No Standing Water 13.2 min/in <br /> Lot 11 1.13 Acre. 42 INCHES -6"Standing Water 250 min/in-FAIL <br /> Leachlines and <br /> Seepage Pits 300 INCHES(25 FEET) No Standing Water 6.8 min/in <br /> Page -6- <br /> Chesney Consulting <br />
The URL can be used to link to this page
Your browser does not support the video tag.