Browse
Search
BOH Agenda 032520
OrangeCountyNC
>
Advisory Boards and Commissions - Active
>
Board of Health
>
Agendas
>
2020
>
BOH Agenda 032520
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/5/2020 1:48:27 PM
Creation date
10/5/2020 11:17:59 AM
Metadata
Fields
Template:
BOCC
Date
3/25/2020
Meeting Type
Regular Meeting
Document Type
Agenda
Document Relationships
BOH Minutes of 032520
(Attachment)
Path:
\Advisory Boards and Commissions - Active\Board of Health\Minutes\2020
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
266
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
SECTION III - STANDARDS OF CONSTRUCTION: NON- <br /> DRINKING WATER SUPPLY WELLS <br /> A. NON-DOMESTIC WATER SUPPLY WELLS -Non-domestic water <br /> supply wells shall meet all standards as specified in Section II of this Rule. <br /> B. MONITORING WELLS <br /> 1. Monitoring wells that do not penetrate consolidated rock shall not be subject <br /> to these Rules and do not require permits from the OCHD. <br /> 2. Primary (outer)well casing shall meet the casing material and grouting <br /> requirements of Section II (D) and(E) of these Rules respectively, except that <br /> thermoplastic casing may be installed,per the manufacturer's specifications, <br /> without the submission of a consent form signed by the well owner otherwise <br /> monitoring well construction shall meet the requirements of 15A NCAC 2C <br /> .0108 Alternative materials and grouting methods may be submitted to the <br /> OCHD and considered for approval based on evidence provided by the project <br /> licensed professional. <br /> 3. Monitoring well locations shall meet the horizontal setback standards as <br /> required in Section II (A) of these Rules. <br /> 4. Monitoring wells and recovery wells shall be located, designed, constructed, <br /> operated and abandoned with materials and by methods, which are compatible <br /> with the chemical and physical properties of the contaminants involved, <br /> specific site conditions and specific subsurface conditions. <br /> 5. Monitoring well and recovery well boreholes shall not penetrate to a depth <br /> greater than the depth to be monitored or the depth from which contaminants <br /> are to be recovered. Any portion of the borehole that extends to a depth <br /> greater than the depth to be monitored or the depth from which contaminants <br /> are to be recovered shall be grouted completely to prevent vertical migration <br /> of contaminants. <br /> 6. The well shall not hydraulically connect: <br /> a. Separate aquifers; or <br /> b. Those portions of a single aquifer, where contamination occurs in <br /> separate and definable layers within the aquifer. <br /> 7. The well construction materials shall be compatible with the depth of the well <br /> and any contaminants to be monitored or recovered. <br /> 8. The well shall be constructed in such a manner that water or contaminants <br /> from the land surface cannot migrate along the borehole annulus into any <br /> packing material or well screen area. <br /> 9. In monitoring wells, packing material placed around the screen shall extend at <br /> least one foot above the top of the screen. Unless the depth of the screen <br /> 32 <br />
The URL can be used to link to this page
Your browser does not support the video tag.