My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0004557 SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
L
>
LIBERTY
>
21850
>
2600 - Land Use Program
>
PA-0400363
>
SU0004557 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:30:54 AM
Creation date
9/6/2019 10:53:23 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004557
PE
2622
FACILITY_NAME
PA-0400363
STREET_NUMBER
21850
Direction
E
STREET_NAME
LIBERTY
STREET_TYPE
RD
City
CLEMENTS
APN
02120022
ENTERED_DATE
7/14/2004 12:00:00 AM
SITE_LOCATION
21850 E LIBERTY RD
RECEIVED_DATE
7/13/2004 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\L\LIBERTY\21850\PA-0400363\SU0004557\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.
/
60
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
i- <br /> L December 1, 2004 <br /> NOA Project Number: E040117A <br /> 4.0 DISCUSSION OF NITRATE LOADING RESULTS <br /> / 4.1 Total Nitrate Impact <br /> Based on the method and assumptions described,the result of the nitrate loading balance <br /> indicates that the proposed development on the proposed parcels may should not cause a build up <br /> of nitrate in the ground water above 10 mg/L-N over the long term.. <br /> '4.2 Methods of Mitigation <br /> Because of the favorable result of the nitrate loading calculation,no mitigation measures are <br /> warranted <br /> r <br /> V/ 5.0 CONCLUSIONS AND RECOMMENDATIONS <br /> Our office concludes that the proposed project will not cause a build up of nitrates above 10 <br /> 4 mg/L-N in the ground water. Though Parcel 2 nitrate result was slightly above 10 mg/L-N (10.1 <br /> mg/L-N), we believe that the deep depth to ground water and the presence of cemented fine- <br /> grained soils will add a significant layer of protection. We recommend the ERD guidelines be <br /> ` followed for the construction of the septic system. <br /> 5.1 Signatures <br /> The signatures of the environmental professionals involved in the preparation of this report can <br /> be found on the cover sheet at the front of this package. <br /> 5.2 Attachments <br /> All required attachments and appendices can be found at the rear of this package. <br /> 6.0 LIMITATIONS <br /> Our professional services were performed, our findings obtained, and our conclusions proposed <br /> in accordance with generally accepted engineering principles and practices. This warranty is in <br /> lieu of all other warranties either expressed or implied. Test findings and statements of <br /> professional opinion do not constitute a guarantee or warranty, expressed or implied. <br /> 7 <br /> L <br />
The URL can be used to link to this page
Your browser does not support the video tag.