HomeMy WebLinkAbout20140839.tiff SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL
REVIEW (USR) APPLICATION
FOR PLANNING DEPARTMENT USE DATE RECEIVED:
RECEIPT#/AMOUNT# /$ CASE#ASSIGNED:
APPLICATION RECEIVED BY PLANNER ASSIGNED:
Parcel Number 0 9 6 9 . 2 7 . 4 . 0 0 . 0 1 6
(12 digit number-found on Tax I.D.information,obtainable at the Weld County Assessor's Office,or www.co.weld.co.us)
Legal Description TBD(future SE lot) , Section 27 , Township 5 North, Range 61 West
Zone District:AG , Total Acreage:TBD , Flood Plain: N/A , Geological Hazard: N/A ,
Airport Overlay District:N/A
FEE OWNER(S) OF THE PROPERTY:
Name:Circle B Land Company, LLC. -Attn:TviactepElatithrig
Work Phone# 303-312-8102 Home Phone# Email
Address: 1099 18th Street
Address:Suite 2300
City/State/Zip Code Denver, CO 80202
Name:
Work Phone# Home Phone# Email
Address:
Address:
City/State/Zip Code
Name:
Work Phone# Home Phone# Email
Address:
Address:
City/State/Zip Code
APPLICANT OR AUTHORIZED AGENT (See Below:Authorization must accompany applications signed by Authorized Agent)
Name:Vincent Harris
Work Phone# 303-202-5010 Home Phone# Email vince@baselinecorp.com
Address:700 12th Street
Address:Suite 220
City/State/Zip Code Golden, CO 80401
PROPOSED USE:
The proposed site will be utlized as a subsurface water disposal of completion flowback water and produced water from Bill
Barrett Corporation's wells within the Denver-Julesburg (DJ)Basin. A separate part of the site will be utilized as a storage yard.
I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted
with or contained within the application are true and correct to the best of my (our)knowledge. Signatures of all
fee owners of property must sign this application. If an Authorized Agent signs, a letter of authorization from all
fee owners must be included with the application. If a corporation is the fee owner, notarized evidence must be
included indicat hat the signatory has to legal authority to sign for the corporation.
VII 1 Vila i0
Signature: Owner or Authorized Agent Date Signature: Owner or Authorized Agent Date
USE BY SPECIAL REVIEW QUESTIONNAIRE
Proposed Construction of Class I I Underground Injection Control Well and Storage
Facility
(CircleB WilliamsSWD 5-61-271njection Well and Storage Yard Facility)
E/2 SE/4, Sec 27, 5N-61W of the 6th Principal Meridian
Weld County, CO
Applicant:
Bill Barrett Corporation
1099 18th Street, Suite 2300
Denver, CO 80202
B
Bill Barrett Corporation
S
Bill Barrett Corporation
Table of Contents
Vicinity Map
Section 1
1. Proposed Use of Property
2. Consistency with the I ntent of the Comprehensive Plan
3. Consistency with the I ntent of the Zoning and Zone District
4. Type of Uses Surrounding the Site
5. Project Details
a. Number of people using the site
b. Number of employees housed at the site
c. H ours of operation
d. Type and number of structures to be built on site
e. Type and number of animals on site
f. Kind of vehicles(type, size, weight) and how often
g. Fire protection
h. Water source
i. Sewage disposal system
j. Storage(what type)
6. Proposed Landscaping
7. Proposed Reclamation
8. Storm Water Drainage
9. Construction Process
10. Waste M anagement
11. Dust Abatement Plan
S
Bill Barrett Corporation
Table of Contents Continued
Section 2
1. Notification Requirements
2. Operational Standards
3. Required Permits
4. Traffic
5. Fire and Emergency Response
6. Spill Prevention, Control and Countermeasure
7. Noise Abatement Plan
8. Groundwater Monitoring Plan
Vicinity Map for the Circle B WilliamsSWD 5-61-27 I njection Well and
Storage Yard Facility
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(Section 27, Township 5N, Range 61W)
Section 1
1. Proposed Use of Property
Circle B Land Company, LLC, a wholly owned subsidiary of Bill Barrett Corporation
(BBC), is proposing to purchase 80.09 acres of zoned agricultural land from James
Williams for the purposes of drilling a new Class II Underground Injection Well and
constructing a laydown storage yard. A Subdivision Exemption will be processed prior to
this USR application in order to create an 8.3 acre lot for the facility. The injection well
and associated storage yard facility(referred to as the Circle B Williams SWD 5-61-27)
will be used exclusively by BBC for subsurface water disposal of completion flowback
water and produced water from BBC's wells within the Denver-Julesburg(DJ) Basin and
for storage of oil and gas production related equipment. Injection wells are commonly
used in oil and gas development operations for the safe disposal of fluids associated with
oil and gas production activities. The storage yard will be located to the south of the
injection well. A complete list of structures and equipment is listed below. The proposed
facility will be a permanent facility, operating year-round, lasting the approximate 30-
year lifespan of the associated injection well. At the end of well lifespan, the well would
be plugged and abandoned according to Colorado Oil and Gas Conservation Commission
(COGC) regulations.
The sites will be surrounded by a six-foot tall chain link fence with the same fencing
separating the facility from the yard and gates as depicted on the Site Plan.
The proposed facility is located in the SESE of Section 27, Township 5N, Range 61 West
on WCR 52 approximately two miles west of the Morgan County line.
Ownership I nformation
As seen on Assessor Record: Contact:
Circle B Land Company LLC Mitch Reneau, Vice President - Land
Wholly Owned Subsidiary of Bill Barrett Corporation
Bill Barrett Corporation 1099 18th Street, Suite 2300
1099 18th Street, Suite 2300 Denver, CO 80202
Denver, CO 80202
2. Consistency with the I ntent of the Comprehensive Plan
BBC has reviewed the Comprehensive Plan as outlined in Chapter 22 of the Weld County
Code and believes this project is consistent with its guiding principles. Section 22-2-
10(D) emphasizes extraction of natural resources as an important part of the economy
and should minimize impacts to agricultural lands. The proposed 8.3 acre facility will be
located on lands purchased by BBC's subsidiary that are currently non-irrigated
rangeland located in a rural area with existing oil and gas activity.
3. Consistency with the I ntent of the Zoning and Zone District
The injection well and storage yard facility are classified by Weld County as Oil and Gas
Support and Services facilities, and Oil and Gas Storage facilities, respectively. Section
23-3-40.A.1 and 2 of the Weld County Code states that these facilities are uses allowed to
be constructed, occupied, operated and maintained in the A (Agricultural) Zone District
only upon approval of a Use by Special Review permit in accordance with the
requirements and procedures set forth in Article II, Division 4 of Chapter 23.
4. Type of 93S Surrounding the Site
The injection well and storage yard facility is surrounded by agricultural properties and is
located in an area with existing oil and gas activity. Produced water handling and storage
is a necessary component of oil and gas development. When operational, this permitted
facility will aid in the reduction of traffic and wear on county roads.
5. Project Details
a. Number of people using the site
Approximately 16 contractors and/or employees will access the facility.
Contractors accessing the site would be truck drivers that would be disposing
water into the injection well and/or delivering or picking up storage equipment.
b. Number of employees housed at the site
Upon completion of construction, the injection well will be operated remotely so
there will be no full time personnel on site. One pumper/operator will be assigned
for daily operations.
C. H ours of operation
The facility will operate 24 hours a day, seven days a week. However, typical
access in and out of the facility will occur during daylight hours except during
overnight flowback operations.
d. Type and number of structuresto be built on site
i. SWD I njection Well:
• (1) Insulated wellhead building(10' x 10')
• (1) Insulated pump building with injection pump (14' x 40')
• (1) Electronic Mechanical Control building (12' x 12')
• (8) 625 bbl steel water tanks (13'6' x 25')
• (2) 625 bbl steel gunbarrel tanks (13'6' x 25') for separating the oil
from water.
• (2)400 bbl steel polishing tanks (12' x 20') for oil storage.
• (1) Concrete unloading pad(approximately 40' wide x 60' long) with
concrete containment berms
• (1) Temporary generator(250 kva)
• (1) Combustor(24"x 20')
ii. Storage Yard:
• (4) Conex shipping/storage containers (40'x 8')
• Assorted pipe racks will be stored separately.
e. Type and number of animals on site
None.
f. Kind of vehides(type, size, weight) and how often
Facility traffic will flow to and from the site daily at intermittent times during
mostly daylight hours. (Please see accompanying Traffic Memo.)No parking or
staging of vehicles shall occur on County roads.
Type/Size Number of Daily Weight
Round Trips (lbs)
Pick Up Trucks 4-8 7,000
Large Trucks 12-15 80,000
g. Fire protection
The property falls within the Wiggins Fire Protection District. A referral packet
will be sent to the district by Weld County upon application for the USR.
h. Water source
No full time personnel are on site. No water source is required for this facility.
Employees at the site will use bottled drinking water.
i. Sewage disposal system
A sewage disposal system is not required. A portable toilet will be located on site
and emptied at least once a week.
j. Storage(what type)
No additional storage is required for this facility beyond what is indicated in d(i)
and d(ii) above.
6. Proposed Landscaping
After the well has been drilled and the facility is constructed, reclamation for those
portions not necessary for operations would be completed according to COGCC
regulations. The injection well site would be graveled and graded for positive drainage
and a 6-ft chain link fence will surround the facility. The storage yard site will be
graveled along the travel paths.No further landscaping is proposed.
7. Proposed Reclamation
When use of the facility is terminated, all facilities will be removed and the land will be
returned to its native state according to COGCC regulations.
8. Storm Water Drainage
The facility is located on a relatively flat parcel and will be surfaced with gravel. Please
see the Drainage Memo included with this application.
9. Construction Process
Upon receipt of the appropriate COGCC permits to drill and the UIC Class II permit,
construction operations for the well pad would commence. Upon commencement of
construction, the total timeline would be as follows:
Activity Time(days)
Well Pad Construction 5-10
Drilling 30
Facility Construction 30
Total 65-70
10. Waste M anagement Plan
BBC maintains a corporate Waste Management Plan that covers the management of
wastes typically associated with our operations. This plan is used to determine how to
best manage common wastes. The objective of the plan is to ensure that generation of
wastes is minimized and materials are reused or recycled whenever possible. When that
is not possible the plan is utilized to ensure that wastes are managed in accordance with
all Local, State, and Federal regulations. BBC personnel are trained on waste
management practices.
BBC anticipates that the following wastes will be generated at the site:
• Used oil
• Tank bottoms
• Spent filters
• Light bulbs
• Spent batteries
• Hydrocarbon impacted soil from minor leaks and vehicle traffic
• Used packaging material, including cardboard, scrap lumber from crates, metal
strapping, etc.
A small dumpster will be placed on site and municipal solid waste will be managed by
either Redi Services, LLC or Waste Management Incorporated. The dumpster will be
emptied weekly or bi-weekly. A RCRA Universal Waste program will be set up and
managed by Clean Harbors Incorporated for the proper management or recycling of
universal wastes such as spent batteries and light bulbs. Used oil will be managed by
either January Environmental Services Incorporated or Tri-State Oil Reclaimers. When
necessary, tank bottoms will be removed and sent to an authorized disposal facility. This
activity will be coordinated by Clean Harbors Incorporated. In addition Redi Services,
LLC or Reck Flyers will provide portable toilet service on location. Spills and releases
will be managed in accordance with the facilities SPCC Plan and BBC's Emergency
Response Plan. Hydrocarbon impacted soils will be removed from the facility as needed
and disposed of at Waste Management Incorporated's landfill in Ault, Colorado.
Material Safety Data Sheets for materials that may be stored onsite are included with this
submittal.
11. Dust Abatement Plan
During the construction phase of the project, BBC will use water or magnesium chloride
trucks for dust suppression. Soil erosion will be mitigated through the appropriate use of
best management practices contained within BBC's Storm Water Management Plan.
After construction is completed, BBC will gravel the access and travelways within the
facility area as well as the SWD pad location. Water or magnesium chloride application
will be applied on an as-needed basis.
SECTION 2
1. Notification Requirements
County Notices
Section 23-2-210(B)(1): Upon application completeness, agency notice submittal (28 day
comment period). This step is completed by Weld County staff.
Section 23-2-210(B)(6), a sign shall be posted by the County on this proposed site. This
step is completed by Weld County staff.
Section 23-2-210(8)(4): Notice to owners of property within 500 feet of the parcel. As
per 23-2-260(B)(9), the list attached was created from Assessor records of Weld County
on September 13, 2013.
2. Operational Standards
Noise Control:
The operation of the facility shall comply with the noise standards enumerated in Section
802 of the COGCC Amended Rules 2008 in addition to any other applicable state noise
standards.
Minimal noise emissions are expected from this site. Noise sources are expected to be
limited to vehicle traffic and electric-drive injection pumps which will be housed inside
buildings.
Air and Water Quality:
All activities will be in compliance with the permit and control provisions of the
Colorado Air Quality Control Program, Title 25, Article 7, and C.R.S. as applicable. No
waste water will be discharged on the surface of the site. Human wastes will be contained
to the portable toilet on site.
Lighting:
Lighting on the site will be downcast and shielded lighting will be provided on the
proposed building. Lighting is for nighttime security and emergency work only. Lighting
will be on a timer and motion detection.
Any source of lighting on the site shall be shielded so that light rays will not shine
directly onto adjacent properties where such would cause a nuisance or interfere with the
use on the adjacent properties. In addition, neither direct nor reflected light from any light
source on site will create a traffic hazard to operators of motor vehicles on the adjacent
access road
Weed Control:
The facility will be kept free of weeds, rubbish, and other waste material. The area shall
be treated if necessary and as practicable to prevent invasion of undesirable species and
noxious weeds.
3. Required Permits
Weld County:
A Use by Special Review Permit is required to be approved by the Board of County
Commissioners.
Access to the site from WCR 52 will be coordinated with the Weld County Department
of Public Works. An access permit application will be submitted as a part of the
Subdivision Exemption application.
A grading permit is expected to be required.
BBC will submit any additional permits necessary for county approval prior to the
commencement of construction on site.
Wiggins Rural Fire Protection District:
The Site Plan and Use by Special Review Application will be referred to and reviewed by
the Wiggins Rural Fire Protection District.
Oversize Load Permits:
If necessary, oversize load permits will be obtained prior to moving any new equipment
onto the site.
Colorado Oil and Gas Conservation Commission:
An Application for Permit to Drill will be obtained prior to drilling and the associated
UIC Class II Injection Well Permits will be obtained prior to injection well start-up.
4. Traffic
Please see the Traffic Memo located the Appendix.
5. Fire and Emergency Response
There is adequate provision for the protection of the health, safety and welfare of the
inhabitants of the neighborhood and the county.
All roads leading to and those in the site area are designed and maintained to support fire
apparatus. Ample turnaround room to accommodate fire apparatus is present. All storage
tanks will be permanently mounted with foam nozzles according to API (American
Petroleum Institute) standards. BBC support personnel in the field or on call at all times
to provide technical assistance in fire prevention and elimination.
Emergency I nformation
General I nformation: The purpose of this document is to provide ownership
information in case of an emergency at the proposed Circle B Williams SWD 5-61-27
Injection Well and Storage Yard Facility. It may be used by outside agencies, company
employees, and contract labor to help secure a speedy recovery from such emergency
situations:
a. Name and Address
Corporate Office
Bill Barrett Corporation
1099 18th Street, Suite 2300
Denver, CO 80202
(303)293-9100
Regional Office-DJ Operations
Bill Barrett Corporation
6513 West 4th Street
Greeley, CO 80634
(970) 353-0407
b. Type of Facility:
Class II Underground Injection Control Well and Storage Facility
c. Location and Access:
Located on WCR 52 approximately 2.2 miles west of the Morgan County line in
the Southeast quarter of Section 27, Township 5 North, Range 61 West.
Emergency Contact Lid: The following is a list of Bill Barrett Corporation personnel and
organizations that may be contacted in the event an emergency occurs at the facility.
Contact Office Phone Cell Phone
John Ed Singleton—Area Superintendent 970-353-0407 x6006 720-633-3900
Dathan Bulot—Production Superintendent 970-353-0407 x6009 970-593-2137
David Pennington—Production Foreman 970-353-0407 x6003 970-230-0435
Dustin Watt—EHS Coordinator 970-353-0407 x6005 303-656-1838
24-Hour Emergency Number 1-800-880-6359
6. Containment/SPCC Plan
If required, a SPCC plan will be created for the facility prior to commencing operations.
It is BBC's policy to create and maintain SPCC plans at all of its non-transportation
related facilities in accordance with 40 CFR Section 11. Upon completion of the SPCC
plan, a signed copy will be provided,per the request of Weld County.
BBC will implement the containment procedures noted below. In addition, diagrams
attached to the application provide further details.
• Concrete containment berms around the unloading area
• Tank area to be tripled lined, bentonite liner with two synthetic liners. Leak
detection system in between the two synthetic liners.
• Also, in an emergency situation, there will be psi transducers that will shut the
system down when indications of high or low pressures exist. Electronic call outs
will be placed within the containment of the tanks and a flow switch will alert
BBC personnel.
7. Noise Abatement Plan
Given the rural nature of the site and the proximity of existing residences a full noise
abatement plan is not a part of this application. As stated in the Operational Standards,
above, the facility will comply with all applicable state and COGCC regulations.
8. Groundwater M onitoring Plan
A groundwater monitoring plan is attached and part of this application.
November 22, 2013
MBASELINE
Engineering•Planning•Surveying
Weld County Public Works
1111 H Street
Greeley, CO 80632
RE: Circle B Williams SWD 5-61-27 Injection Well and Storage Yard Facility Use by
Special Review
INTRODUCTION/OVERVIEW
This letter is intended to serve as the site drainage overview for the above referenced
project. Baseline is processing an application for improvements to serve a parcel generally
described as part of the East 1/2, of the Southeast Quarter, Section 27, Township 5 North,
61 West in Weld County Colorado along County Road 52. Currently this site is native
rangeland and is 100% pervious consisting of native vegetation. Total acreage of the site is
approximately 80 acres. A new Disposal Well Site is proposed that will encompass
approximately 8 acres.
EXISTING SITE DESCRIPTION
The existing site is situated on the north side of Weld County Road 52 approximately 28
miles east of Greeley. The site and surrounding area is undeveloped rangeland. No
existing drainage issues are apparent.
PROPOSED SITE DESCRIPTION
Under the proposed conditions the majority of the overall site will remain unchanged. The
proposed improvements will include re-grading and access improvements over a disturbed
area of approximately 8 acres. The site pavement (impervious surface) will be gravel and
total approximately 4 acres or 5% of the total site. The applicant is responsible for providing
a water quality feature at the downstream end of the developed site that conforms to the
methodology outlined in Volume 3, Section 3.3.0 of the Urban Storm Drainage Criteria
manual.
DRAINAGE CONDITIONS
The site drains to the south towards County Road 52. There are two drainage basins within
the 80 acre site that split it in half from north to south. The easterly of these two basins will
remain undeveloped and drains offsite to the southeast. The westerly basin which
encompasses the proposed development drains south to an existing culvert located under
County Road 52. Proposed site grading will maintain historic drainage patterns and flow to
a water quality feature prior to leaving the site. There are no known issues with the current
drainage or the existing culvert.
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Drainage Letter
WAIVERS FROM CRITERIA
Due to the size of the existing parcel, 80 acres, the minimal amount of disturbance (10%),
the small percentage of impervious surface (5%) being added within the basin, in addition
to the remote nature of the project, a waiver from stormwater detention is being requested.
CONCLUSION
The proposed drainage system will continue to follow historic drainage paths. The runoff
from the site will pass through a water quality feature prior to out-falling at the existing
culvert under County Road 52 at near historic runoff rates.
This drainage letter has been prepared in conformance with the Weld County Storm
Drainage Criteria Addendum to the Urban Storm Drainage Manual and the County
Engineering and Construction Criteria.
We appreciate your consideration and please feel free to contact us with any questions.
Sincerely,
Baseline Engineering Corporation
No 0
(LA O s.e
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Noah J emmers PE ?
Manager of Civil Engineering\ Golden � w I ,
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eV y›, Weld County Public Works Dept.
3 -4 1111H Street ACCESS PERMIT
,o „to or Vj P.O. Box 758
G *' Greeley, CO 80632 APPLICATION FORM
�� �f�JO, Phone: (970)304-6496
Fax: (970)304-6497
Applicant Property Owner(If different than Applicant)
Name Tracey Fallang Name Circle B Land Company, LLC-subsidiary of BBC
Company Bill Barrett Corporation Address 1099 18th Street, Suite 2300
Address 1099 18th Street, Suite 2300 City Denver State CO Zip 80202
city Denver State CO Zip 80202 Phone (303)312-8134
Business Phone (303) 312-8134 Fax (303)291-0420
Fax(303) 291-0420 E-mail tfallang@billbarrettcorp.com
E-mail tfallang@billbarrettcorp.com
♦= Existing Access A=Proposed Access
Parcel Location&Sketch
The access is on WCR 52
Nearest Intersection:WCR 52 &WCR 89 WCR 54(not built)_
Distance from Intersection approx. 1.75 miles east •
Parcel Number 096927400016 5
67)
Section/Township/Range S27 T5N R61 W ,l,
u u
Is there an existing access to the property?OYES NO 0
N � 3
Number of Existing Accesses
Road Surface Type&Construction Information
Asphalt n Grave®Treated n Other wcR52 O
Culvert Size &Type
24"
Materials used to construct Access
Construction Start Date TBD Finish Date TBD
Proposed Use
[Temporary(Tracking Pad Required)/$75 ❑Single Residential/$75 ❑Industrial/$150
❑Small Commercial or Oil &Gas/$75 ❑Large Commercial/$150 ❑Subdivision/$150
['Field (Agriculture Only)/Exempt
Is this access associated with a Planning Process? DNo DUSR DRE DPUD pOther SE
Required Attached Documents
-Traffic Control Plan -Certificate of Insurance -Access Pictures(From the Left, Right,& into the access)
By accepting this permit,the undersigned Applicant, under penalty of perjury,verifies that they have received all pages of the permit
application;they have read and understand all of the permit requirements and provisions set forth on all pages;that they have the
authority to sign for and bind the Applicant,if the Applicant is a corporation or other entity;and that by virtue of their signature the
Applicant is bound by and agrees to comply with all said permit requirements and provisions,all Weld County ordinances,and state laws
regarding facilities construction.
Signature Printed Name Date
Approval or Denial will be issued in minimum of 5 days. Approved by
Revised Date 6/29/10
Bill Barrett Corporation
ACCESS ROAD PICTURES
SECTION 27-5N-61 W SWD
VIEW EAST COUNTY RD 52
VIEW WEST COUNTY ROAD 52
54 -
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ADl,
VIEW NORTH PROPOSED ACCESS
41, ECLIPSE REV.DATE: - ® Bill Barrett Corporation
DATE: 7/30/13
Surveying, Inc. SHEET: 1 OF 1 SECTION 27-5N-61W SWD
230 MAIN STREET,FORT MORGAN,CO 80701 PROJECT.' 27-5N-61 W
(970)370-2263 Dom: JAK ACCESS ROAD PICTURES
TRAFFIC MEMO
To: Weld County
CC: Baseline Project File—231PL
From: Noah Nemmers, PE
Date: November 12, 2013
Re: Circle B Williams SWD 5-61-27 Injection Well and Storage Yard Facility Traffic Memo
OVERVIEW
This traffic memo is prepared to accompany the Use by Special Review permit application for the
underground injection control well and storage facility proposed by Bill Barrett Corporation (BBC). If
approved, these uses will be located on land in the eastern half of the southeast quarter of Section 27,
Township 5 North, and Range 61 West of the Sixth P.M. in Weld County, Colorado. This memo provides an
overview of the long term traffic associated with this site.
BACKGROUND
Access to the site is located on WCR 52 via a proposed 20 foot-wide driveway.The site is located 2 miles
directly east from the intersection of WCR 52 and WCR 89 and approximately 2 miles west of Morgan
County line (intersection of WCR 52 and WCR 97). WCR 52 is a gravel road with one lane in each
direction. In addition to WCR 52, Weld County Roads 83, 85, 87, 89, 56, 68 will be utilized once the Class
II Injection Well and Storage Yard Facility become operational. These roads provide access to existing
and future Bill Barrett facilities. All roads have 60' of right-of-way.
The use on the site consists of one wellhead building, insulated pump building, Electronic Mechanical
Control building, water tanks, gunbarrel tanks, polishing tanks, concrete unloading pad, temporary
generator, combustor, conex storage/shipping containers and separate storage associated pipe racks.
No personnel will be housed on site. The site will be remotely operated with one person supervising the
daily operations. However,the site will be accessed daily for drop off purposes.
WCR 89 will be the main traffic arterial for the haul route. All other roads will connect onto WCR 89
which will then direct all traffic to the site via WCR 52. When the truck empty their loads they will leave
the site via WCR 52 connect and disperse north and south via WCR 89.
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TRIP GENERATION
Construction Traffic
Construction related traffic is expected during the construction phase of the injection well and storage
yard facility. Pick-up trucks (GW 7,000 Ibs) and large trucks (GW 80,000 Ibs) will be utilized during this
phase. Pick-up trucks are expected to contribute around ten trips per day, while large truck will
contribute around four trips per day.
Operational Traffic
The following vehicle summaries have been used to determine the anticipated traffic generation
numbers:
• Overall Employees—1 per shift, one shift—2 trips
• Average Daily Deliveries/Pickups (pick-up trucks)—8 daily(16 trips)
• Average Daily Deliveries/Pickups (Semi-trucks)—15 daily (30 trips)
The following table depicts the expected long term trip generation for the operation:
2
Table 1. Operational Traffic Trip Generation Summary Table
Phase Maximum Employees/ Daily Vehicle Trips Daily Vehicle
/Trucks PCEs*
Average Daily Operation
Employee Trips 1 employees/day 1 vehicle trips/day 2 PCE/day
Pick-up Truck Trips 8 pick-up trucks/daily 16 vehicle trips/day 16 PCE/day
Semi-Truck Trips 15 trucks/day 30 truck trips/day 90 PCE/day
Total Daily Trips 108 PCE/day
*PCE=Passenger Car Equivalent.
TRIP DISTRIBUTION
Trips generated by the proposed site during operational phase of the site will be distributed
predominantly west, and some east, along WCR 89.
CONCLUSION
The ongoing use of the site and associated traffic is consistent with the existing uses on surrounding
properties with existing traffic onto WCR 52. Intersections along the route have adequate control measures
and adequate line of site for proposed traffic volumes.The access and use of the site for load drop off should
not create any adverse impacts on the surrounding road network.
3
4>. �r>, Weld County Public Works Dept.
. • ,-4 1111 H Street ACCESS PERMIT
,a� ��� P.O. Box 758
`G�'t it rC Greeley, CO 80632 APPLICATION FORM
\/C WO Phone: (970)304-6496
Fax: (970)304-6497
Applicant Property Owner(If different than Applicant)
Name Tracey Fallang Name Circle B Land Company, LLC-subsidiary of BBC
Company Bill Barrett Corporation Address 1099 18th Street, Suite 2300
Address 1099 18th Street, Suite 2300 City Denver State CO Zip 80202
city Denver State CO Zip 80202 Phone (303)312'8134
Business Phone (303) 312-8134 Fax (303)291-0420
Fax(303) 291-0420 E-mail tfallang@billbarrettcorp.com
E-mail tfallang@billbarrettcorp.com
♦= Existing Access A=Proposed Access
Parcel Location &Sketch
The access is on WCR 52
Nearest Intersection:WCR 52 &WCR 89 wcR 54 (not built)._
}, Y
Distance from Intersection approx. 1.75 miles east
Parcel Number 096927400016
Section/Township/Range S27 T5N R61 W ,r
v
Is there an existing access to the property?OYES NO
N 3 3
Number of Existing Accesses
Road Surface Type&Construction Information
Asphalt Fl Grave(0)Treated In Other wcR52 A
Culvert Size &Type
24"
Materials used to construct Access
Construction Start Date TBD Finish Date TBD
Proposed Use
Temporary(Tracking Pad Required)/$75 ❑Single Residential/$75 ❑Industrial/$150
Small Commercial or Oil &Gas/$75 Large Commercial/$150 ❑Subdivision/$150
Field (Agriculture Only)/Exempt
Is this access associated with a Planning Process? ❑No ❑USR ORE ❑PUD ❑Other SE
Required Attached Documents
-Traffic Control Plan -Certificate of Insurance -Access Pictures(From the Left, Right,& into the access)
By accepting this permit,the undersigned Applicant,under penalty of perjury,verifies that they have received all pages of the permit
application;they have read and understand all of the permit requirements and provisions set forth on all pages;that they have the
authority to sign for and bind the Applicant,if the Applicant is a corporation or other entity;and that by virtue of their signature the
Applicant is bound by and agrees to comply with all said permit requirements and provisions,all Weld County ordinances,and state laws
regarding facilities construction.
Signature G,C,G I Lt.i. C(. Printed Name 1 cam! .( ,0t ri q Date
Approval or Denial will be issuled in minimum of<5'days. Approved by J
Revised Date 6/29/10
Bill Barrett Corporation
Groundwater Monitoring Plan
Salt Water Disposal Facility and
Laydown Yard
Section 27, Township 5N, Range 61W
Weld County, Colorado
Prepared for
Bill Barrett Corporation
1099 18th Street, Suite #2300
Denver, Colorado 80202
Prepared by
OLSSON
ASSOCIATES
Olsson Associates, Inc.
4690 Table Mountain Drive, Suite 200
Golden, Colorado 80403
November 2013
OA Project #013-2468
TABLE OF CONTENTS
TABLE OF CONTENTS ii
List of Figures iii
List of Tables iii
List of Appendices iii
1.0 INTRODUCTION 1
1.1 Purpose 1
1.2 Monitoring Well Installation 1
1.3 Soil Sampling 2
1.4 Well Development 2
1.5 Groundwater Sampling 3
2.0 GROUNDWATER MONITORING 4
2.1 Fluid Level Measurements 4
2.2 Field Parameter Measurements 4
2.3 Groundwater Samples 4
3.0 WATER QUALITY RESPONSE PROCEDURES 5
3.1 Release Detection Procedures 5
3.2 Assessment and Remediation 5
3.3 Waste Storage Area Inspections 5
3.4 Spill Response Contractors 6
4.0 SAMPLING AND ANALYSIS PLAN 7
4.1 Quality Assurance Project Plan 7
4.2 Data Quality Objectives 7
4.3 Data Quality Indicators 8
4.4 Data Evaluation 10
Bill Barrett Corp. ii Olsson Associates, Inc.
Groundwater Monitoring Plan Golden, CO
November 2013 Project#013-2468
TABLE OF CONTENTS (Continued)
List of Figures
Figure 1 — General Site Location Map
Figure 2 — Site Plan
List of Tables
Table 1 — Field Parameters and Field Observation Data
Table 2 — Sample Preservation and Handling
List of Appendices
Appendix A — Example Sample Field Forms
Appendix B — General Groundwater Sampling References
Bill Barrett Corp. iii Olsson Associates, Inc.
Groundwater Monitoring Plan Golden, CO
November 2013 Project#013-2468
1.0 INTRODUCTION
Bill Barrett Corporation (BBC) operates oil and natural gas exploration and production
(E&P) facilities in the Rocky Mountain Region. BBC is headquartered in Denver,
Colorado and operates oil and natural gas assets located in Colorado, Utah, and
Wyoming.
This plan outlines the groundwater monitoring program to be utilized at BBC's salt water
disposal (SWD) and laydown yard located in Section 27 of Township 5 North and Range
61 West in Weld County, Colorado. The general site location is shown on Figure 1, and
the proposed layout of the facility is shown on Figure 2.
1.1 Purpose
The purpose of this Groundwater Monitoring Plan is to establish and monitor
groundwater conditions at the site prior to initiating operations at the SWD facility and
yard. The Groundwater Monitoring Plan is designed to detect a release from surface
activities. In accordance with the plan, BBC will provide quarterly monitoring for the
following parameters:
• Chlorides;
• Sulfates;
• pH; and
• Benzene, Toluene, Ethylbenzene, and Xylenes (BTEX).
These results will be provided to the Weld County Department of Health.
1.2 Monitoring Well Installation
BBC will install three groundwater monitoring wells located in the corners of the
triangular shaped property parcel. Records for permitted water wells in the area will be
reviewed to assess the depth to first groundwater in the area. This information will be
used to plan the total depth of the three groundwater monitoring wells.
The wells will be drilled using a hollow stem drill rig, and are expected to be drilled to a
total depth of at least 25 feet bgs. The bore holes will be 8.25-inches in diameter and
will be advanced at least five feet into the first water bearing unit, or into the top of
bedrock. The augers and sampling equipment will be inspected for the presence of soil,
oil, grease, and bitumen prior to drilling operations. The augers and sampling equipment
will be decontaminated using biodegradable soap solution, potable water rinse, and
distilled water rinse, or will be spay washed using a pressure washer.
A geologist will log the well borings and screen for the presence of petroleum
hydrocarbon or indications of salt water impacts. Evidence of impacts will be evaluated
and intervals exhibiting such evidence will be further evaluated for potential sampling.
The soil borings will be completed as monitoring wells using two-inch diameter polyvinyl
chloride (PVC) 0.010-slot machined well screen, at least 10 feet in length, set at the
bottom of the bore hole and blank two-inch diameter PVC well casing brought to at least
Bill Barrett Corp. 1 Olsson Associates, Inc.
Groundwater Monitoring Plan Golden, CO
November 2013 Project#013-2468
three feet above ground surface. The PVC will be centered in the well and the annular
space around the well screen will be filled with 10-20 Colorado silica sand pack, and will
be brought up to at least one foot above the top of the screen. The remaining annular
space will be filled with granular bentonite and/or bentonite chips up to at least one foot
below ground surface, and will be hydrated with potable or distilled water to form a seal
to prevent surface water from infiltrating down into the well from the surface.
The wells will be completed as "stick-up" or tower mount wells, unless they are required
to be completed as flush mount wells at the ground surface, in which case they will be
completed with a flush mount road box and bolted cover. The monitoring well
monuments will consist of a metal tower set around the 3-feet of PVC casing stick-up
and will be completed with quick setting cement. The casing will be secured with a
locking expandable plug, and the wells will be secured with a lock to prevent
unauthorized entry and tampering.
1.3 Soil Sampling
The onsite geologist will collect soil samples from the interval above the water table,
zones that exhibit apparent impact, as indicated by staining, odor, or elevated
photoionization detector readings, or from the total depth of the boring in the absence of
soil impacts and groundwater. The total depth is expected to be 25 feet below ground
surface (bgs).
The soil samples will be screened in the field using a soil pH kit, and will be submitted for
laboratory analysis of pH, chlorides, sulfates, and BTEX to assess baseline conditions.
Shallow soil samples will also be collected and submitted for analysis of the Colorado Oil
and Gas Conservation Commission (COGCC) Table 910-1 metals concentrations to
establish background concentrations. Soil samples will be stored on ice in a plastic
cooler following chain-of-custody protocols pending delivery to the laboratory.
1.4 Well Development
Following installation a sufficient amount of groundwater will be purged from each well
based on casing volumes or bore hole volumes to adequately develop the well and
establish good communication with the water bearing unit. At least three bore hole
volumes, or five casing volumes will be removed using dedicated disposable bailers, or
the well will be bailed dry and allowed to recharge for a minimum of 24-hours before
collecting the first round of groundwater samples. The wells will be surged with the
bailer during development to remove fine-grained sediments from the well.
The purge water will be emptied into the produced water sump, or tank on location, or
will be stored in 55-gallon drums on location pending disposal offsite at an approved
disposal facility. If groundwater analytical results do not indicate the presence of
concentration levels above the COGCC Table 910-1 concentration levels, the purge
water may be evaporated onsite.
Bill Barrett Corp. 2 Olsson Associates, Inc.
Groundwater Monitoring Plan Golden, CO
November 2013 Project#013-2468
1.5 Groundwater Sampling
Groundwater levels will be measured in each of the monitoring wells. Prior to the
collection of subsequent groundwater samples, a minimum of three casing volumes will
be purged from the well using dedicated bailers or other sampling techniques that
minimize agitation of groundwater resulting in increased turbidity or volatilization of
volatile petroleum hydrocarbons.
Water levels will be documented on a field form and/or in a field logbook. Field
parameters such as temperature, pH, specific conductivity, dissolved oxygen,
oxidation/reduction potential, total dissolved solids, and turbidity will be measured on a
case by case basis using an appropriate water quality meter to document baseline
conditions and assess changing conditions in groundwater. Table 1 presents field
parameters and field observation data. Table 2 addresses sample preservation and
handling.
Groundwater samples will be collected using appropriate sampling techniques, and
placed into laboratory provided sample containers, and stored in a plastic cooler on ice
pending delivery to the laboratory. A chain-of-custody will be filled out for the samples
and maintained with the samples en route to the laboratory.
Example field parameters and field forms are included in Appendix A. General
Groundwater Sampling references are included in Appendix B.
Bill Barrett Corp. 3 Olsson Associates, Inc.
Groundwater Monitoring Plan Golden, CO
November 2013 Project#013-2468
2.0 GROUNDWATER MONITORING
The following groundwater monitoring program will be implemented on a quarterly basis.
2.1 Fluid Level Measurements
Fluid level measurements will be recorded from the top, north-side, of the PVC casing.
A survey will be performed to record the northing, easting, and elevation of this
measuring point relative to each of the wells so that groundwater flow direction can be
assessed.
2.2 Field Parameter Measurements
Groundwater monitoring will include the following field parameters:
• Temperature;
• pH;
• Specific Conductivity;
• Dissolved Oxygen (DO);
• Oxidation Reduction Potential (ORP);
• Total Dissolved Solids (TDS) and
• Turbidity.
These parameters will be measured in the field using a multi-meter, and will be recorded
in a bound field logbook.
2.3 Groundwater Samples
Groundwater samples will be collected after purging a minimum of three casing volumes
of groundwater from the monitoring wells, and after groundwater has sufficiently
recharged. The samples will be submitted to a National Environmental Laboratory
Accreditation Program (NELAP) accredited laboratory for analysis of the following
parameters:
• pH;
• Chloride;
• Sulfate; and
• BTEX.
These sample results will be evaluated and compared to the baseline results to assess if
groundwater has been impacted by site operations or by other nearby activities. A copy
of the groundwater results will be provided to the Weld County Department of Health
within one month of the receipt of the groundwater results from the laboratory.
Bill Barrett Corp. 4 Olsson Associates, Inc.
Groundwater Monitoring Plan Golden, CO
November 2013 Project#013-2468
3.0 WATER QUALITY RESPONSE PROCEDURES
BBC is committed to preventing releases from occurring. However, in the event that a
release occurs, BBC will perform the remediation of the impacted soil and groundwater
necessary to meet the COGCC Table 910-1 concentration levels for soil and
groundwater. The following sections present the steps to be taken in the event that a
release is detected.
3.1 Release Detection Procedures
If analytical results suggest that a release has occurred from the surface use operations,
BBC will collect confirmation samples to confirm groundwater impacts. The laboratory
results will be requested on a rush turn around basis. If the confirmation sample results
show that there is evidence of a release, BBC will cease operations at the facility and
conduct an investigation of the release. The facility system will not be reactivated until
the source of the release can be identified and repaired or it is determined that the
source of the release is from an adjacent property. Once the source of the release has
been repaired, BBC will contact the Weld County Department of Health and the COGCC
to notify them that the source of the release has been repaired.
3.2 Assessment and Remediation
The source of the release will be assessed to the extent possible and activities will be
pursued to stop ongoing impacts to subsurface soil and groundwater. These activities
may include:
• Subsurface assessment activities with the installation of test holes or additional
monitoring wells to define the nature and extent of the impacts;
• Excavation and treatment of impacted soil and groundwater; or
• Offsite disposal of impacted soils, or land farming of impacted soils, and
installation of a groundwater remediation system, as necessary.
These activities will be implemented following confirmation of a release.
3.3 Waste Storage Area Inspections
Inspections will be conducted to help prevent releases from occurring. Waste storage
areas will be maintained in good condition and will be routinely inspected by BBC
personnel as they perform their daily activities. BBC personnel will look for signs that a
release may occur, is threatened, or is occurring and that secondary containment
structures are functioning as intended to prevent subsurface impacts. Spill cleanup will
begin as soon as the spilled materials are discovered, and BBC field personnel will
contact Environmental Health and Safety (EH&S) personnel to report the spill and
coordinate cleanup.
Bill Barrett Corp. 5 Olsson Associates, Inc.
Groundwater Monitoring Plan Golden, CO
November 2013 Project#013-2468
3.4 Spill Response Contractors
BBC EH&S personnel will coordinate spill response contractors or direct consultants to
prepare the necessary work plans to respond to releases of stored products or waste
products. Reports of the assessment and remediation activities will be provided to BBC
upon completion of the work documenting the observations, results, and remedy
progress. These reports will be provided to the Weld County Department of Health
and/or the COGCC as requested or necessary.
Bill Barrett Corp. 6 Olsson Associates, Inc.
Groundwater Monitoring Plan Golden, CO
November 2013 Project#013-2468
4.0 SAMPLING AND ANALYSIS PLAN
The following procedures are designed to verify and validate soil and groundwater data
and to evaluate the data to ensure that it is suitable for its intended use.
4.1 Quality Assurance Project Plan
This Quality Assurance Project Plan (QAPP) describes the activities used to validate and
verify the environmental data within the framework of the project's technical planning
process. The purpose of this is to provide a clear, concise, and complete plan for the
environmental data operations and to define the data quality objectives.
4.2 Data Quality Objectives
A QAPP contains basic elements that define and describe the following data quality
objectives (DQOs):
• Question: Who will use the data?
Answer: BBC personnel and regulatory agencies.
• Question: What are the project goals or objectives?
Answer: Conduct periodic monitoring to verify the absence of groundwater
impacts from surface activities.
• Question: What decisions will be made from the information obtained?
Answer:
1) No action necessary, no impacts noted or 2) Conduct confirmation sampling if
impacts are noted. If results confirm previous sample results, shut down facility
operations to prevent further impacts from occurring. Utilize additional sampling
data as necessary to quantify nature and extent of impacts.
• Question: How, where, and when will project information be acquired or
generated?
Answer:
1) Baseline data will be collected during the installation of the groundwater
monitoring wells. 2) Quarterly groundwater samples will be collected and
compared to the baseline groundwater sample results and the COGCC Table
910-1 concentration levels. Three groundwater monitoring wells are expected to
be installed in the corners of the triangular shaped parcel and are expected to be
adequate in determining groundwater flow direction, and to detect if a release
has occurred from the surface activities. Groundwater samples will be collected
using dedicated disposable bailers or other suitable sampling equipment to
collect representative groundwater samples from the water bearing unit.
• Question: What possible problems may arise and what actions can be taken to
mitigate their impact on the project?
Answer:
1) Cross contamination —field equipment will be decontaminated to remove
potential contaminants between wells, and dedicated sampling equipment will be
used where possible, 2) Laboratory contamination —quality assurance/quality
control (QA/QC) samples will be collected on a frequency of at least 10% of the
total samples collected and submitted to the laboratory to assess the procedures
used in the laboratory as described in the following section. 3) Samples will be
stored and handled in the field so as to minimize altering the samples and ensure
that they represent field conditions by following established protocols.
Bill Barrett Corp. 7 Olsson Associates, Inc.
Groundwater Monitoring Plan Golden, CO
November 2013 Project#013-2468
• Question: What type, quantity, and quality of data are specified?
Answer: The Weld County Department of Environmental Health (WCDEH)
requires that groundwater be sampled and analyzed for pH, chlorides, sulfates,
and BTEX to detect a release from surface activities. Samples are to be
collected quarterly unless the WCDEH reduces the frequency of sampling.
Collection of QA/QC sampling should be conducted to enable the verification and
validation of the data collected. For example, pH readings will be taken using a
field mulitmeter, and the results can be compared with the laboratory results.
Similarly, the specific conductance and the TDS readings in the field can be used
to assess the validity of the chloride and sulfate data. Field observations, such
as odor, sheen, and elevated PID readings may suggest that a release has
occurred, and support findings of BTEX in groundwater samples. Use of trip
blanks, field blanks, duplicate samples, replicate samples, may also be required
to verify and validate the data.
• Question: How "_good"does the data have to be to support the decision to be
made?
Answer: The collection of QA/QC samples should be a minimum of one for every
10 samples collected. If laboratory results suggest that a release has occurred,
BBC should consider collecting confirmation samples, and QA/QC samples to
include extra groundwater volume for matrix spike/matrix spike duplicate
analysis, a duplicate sample, a replicate sample sent to a separate laboratory for
the same sample analytes.
• Question: How will the data be analyzed, assessed, and reported?
Answer: The data will be analyzed as compared to the baseline data, the
COGCC Table 910-1 concentration levels of these parameters, and will be
reported to BBC on a quarterly basis. BBC will report the results to the WCDEH
and the COGCC as requested. Results will be tabulated over time and will be
compared to the Table 910-1 concentration levels in these tables.
4.3 Data Quality Indicators
The following table presents Data Quality Indicators (DQI) which are evaluated to assess
the validity of the data to ensure that it supports the Data Quality Objectives.
DQI Definition Example Determination
Methodologies
Precision The measure of agreement Use the same analytical instrument
among repeated to make repeated analyses on the
measurements of the same same sample.
property under identical, or Use the same method to make
substantially similar repeated measurements of the
conditions; calculated as same sample within a single
either the range or as the laboratory or have two or more
standard deviation laboratories analyze identical
samples with the same method.
Split a sample in the field and
submit both samples for handling
preservation, and storage, and
analytical measurements.
Bill Barrett Corp. 8 Olsson Associates, Inc.
Groundwater Monitoring Plan Golden, CO
November 2013 Project#013-2468
Data Quality Indicators Table Continued
DQI Definition Example Determination
Methodologies
Bias The systematic or persistent Use reference materials or analyze
distortion of a measurement spiked matrix samples.
process that causes errors in
one direction
Accuracy A measure of the overall Analyze a reference material or re-
agreement of a measurement analyze a sample to which a
to a known value includes a material of known concentration or
combination of random error amount of pollutant has been
(precision) and systematic added; usually expressed either as
error (bias) components of percent recovery or as a percent
both sampling/analytical bias.
operations.
Representativeness A qualitative term that Evaluate whether measurements
expresses the "degree to are made and physical samples
which the data accurately and collected in such a manner that the
precisely represent a resulting data appropriately reflect
characteristic of a population, the environment or condition being
parameter variations at a measured or studied.
sampling point, a process
condition, or an environmental
condition."
Comparability A qualitative term that Compare sample collection and
expresses the measure of handling methods, sample
confidence that one data set preparation, and analytical
can be compared to another procedures, holding times, stability
and can be combined for the issues, and QA protocols.
decision(s) to be made.
Completeness A measure of the amount of Compare the number of valid
valid data needed to be measurements completed
obtained from a measurement (samples collected or samples
system. analyzed)with those established by
the project's quality criteria (DQOs
or performance/acceptance criteria)
Sensitivity The capability of a method or Determine the minimum
instrument to discriminate concentration or attribute that can
between measurement be measured by a method (method
responses representing detection limit), by an instrument
different levels of the variable (instrument detection limit), or by a
interest. laboratory (quantitation limit).
Bill Barrett Corp. 9 Olsson Associates, Inc.
Groundwater Monitoring Plan Golden, CO
November 2013 Project#013-2468
4.4 Data Evaluation
An evaluation of the data will be conducted following the completions of the preceding
steps. Consideration will need to be given to related information such as
• The number of samples collected;
• How many sampling locations;
• The number of samples collected at each location;
• Number of composites (if any);
• Support for the sample (the area or part of the target population that a single
sample is supposed to represent);
• Number of QC samples (field replicates, etc.); and
• The plan for obtaining replacement samples essential to the integrity of the
project.
These criteria have been established in the foregoing sections and BBC will make
decisions based on this criteria. If the sample results suggest that a release has
occurred, confirmation samples will be collected. QA/QC samples will be collected as
necessary to support the DQOs as necessary and to support the decision making
process.
Bill Barrett Corp. 10 Olsson Associates, Inc.
Groundwater Monitoring Plan Golden, CO
November 2013 Project#013-2468
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DATE: 9/20/13
PROJECT ND.
2013-02
SHEET 3
OF 6
TABLES
TABLE 1
Field Parameters and Observations
Analyte Methods Units
Groundwater Level Oil/Water Interface Probe or ±0.01 feet
Water Level Indicator
Temperature Electrometric Degree Celsius (°C)
pH Electrometric Standard pH Units
Specific Conductance Electrometric Millimohs per centimeter
(Mmhos/cm)
Dissolved Oxygen Electrometric Grams per liter(g/l)
Oxidation Reduction Electrometric Millivolts (mV)
Potential (ORP)
Turbidity Visual Nephelometric turbidity
Electrometric units (NTU)
Color Visual N/A
Sheen Visual N/A
Effervescence Visual N/A
Calibration of field instruments should follow the manufacturer's guidance. Routine calibration and/or
field checks of reference solutions for pH, conductivity, dissolved oxygen, and turbidity may be required
to show that the instrument is reading properly. Calibration standards should be checked to ensure that
they are not expired.
TABLE 2
Sample Preservation and Handling
Analyte Container and Laboratory Holding Time
Preservative Method(s) (Days)
pH Plastic, 4°C SM4500-H+, EPA As soon as
150.1 or SW-846 practical —field
9040C measurement
Chloride (CI) and Sulfate Plastic, 4°C EPA 300.0 28
(SO4) SW846 9056
Benzene, Toluene, 40 ml amber SW 846 14
Ethylbenzene, and Xylenes glass 8260B or 8260C
HCL, 4°C
All Sample containers should be labeled in the field with the Sample ID# reflecting which monitoring well
from which it is collected. The sample should be labeled with the date and time the sample is collected,
the analytes for which it is being analyzed, and the signature of the person that collected the sample.
Labels should be covered with clear, plastic tape to prevent the ink from running if it should come in
contact with water during sampling or moisture in the sample cooler.
The sample containers should be placed immediately on ice in a plastic sample cooler. The samples
should be hand-delivered or shipped to the laboratory as soon as possible to allow the laboratory the
full holding time for analyzing the samples, and preferably to have the samples analyzed within the first
part of the holding time so that they reflect field conditions.
The samples containers should be packaged and sealed in a manner to prevent damage or breakage of
the containers during shipping, help to maintain required temperature, and to prevent tampering. If
shipping the containers the cooler should be labeled and expedited delivery to the laboratory should be
selected to meet the specified holding times.
APPENDIX A
EXAMPLE SAMPLE FIELD FORMS
WELL SAMPLING LOG
Client: Project: Project Number:
Well ID #: Site Address/Location: Date:
Total Purge Volume Calculated: Purge Method: Purge Rate:
Purged/Sampled By: Weather:
Fluid Level Meter: Field Chemistry Meter (s) Used:
Purge Time Depth Tern Specific Dissolved pH Total D.O. Turbidity Comments
Volume To p Conductance Oxygen (su) Dissolved (%) (NTU)
(gallons) Water (°C) (µS/cm) (mg/L) Solids (g/L)
(feet)
Repairs made:
Maintenance needed:
Other
comments:
WELL SAMPLING LOG
Project: Project Number:
Address: Date:
Sampled By: Weather:
Laboratory/Analyses: Site Manager:
Depth Depth Total Volume
Station Id Time to To Depth Purged
# NAPL Water (feet) (gal) Comments
(feet) (feet)
Repairs made: Repairs
needed:
No. of wells sampled: Date shipped:
Other
comments:
APPENDIX B
GENERAL GROUNDWATER
SAMPLING REFERENCES
Appendix B
General References for Groundwater Sampling
• ASTM D4448-01 (reapproved 2013), Standard Guide for Sampling Ground-Water
Monitoring Wells.
• ASTM D6089-97 (reapproved 2010), Standard Guide for Documenting a Groundwater
Sampling Event.
• ASTM D6452-99 (reapproved 2012), Standard Guide for Purging Methods for Wells
Used for Groundwater Quality Investigations.
• ASTM D7069-04 (reapproved 2010), Standard Guide for Field Quality Assurance in a
Groundwater Sampling Event.
• Colorado Department of Public Health & Environment (CDPHE). 1998. Groundwater
VOC Sample Preservation Policy.
• Sampling Procedures, EPA/540/S-95/504 U.S. EPA September 2004, U.S.EPA
REGION 9 FIELD SAMPLING GUIDANCE DOCUMENT
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